Loading...
HomeMy WebLinkAbout17- Transportation Master Plan - Appendix G - Existing & Projected Conditions pr e p a r e d b y : Ro b e r t P e c c i a & As s o c i a t e s ww w . r p a - h l n . c o m an d Al t a P l a n n i n g + De s i g n ww w . a l t a p l a n n i n g . c o m May 23, 2016 pr e p a r e d f o r : Ci t y o f B o z e m a n & M o n t a n a De p a r t m e n t o f T r a n s p o r t a t i o n BOZEMAN TM P TR A N S P O R T A T I O N M A S T E R P L A N EX I S T I N G A N D PR O J E C T E D C O N D I T I O N S Te c h n i c a l M e m o r a n d u m FI N A L BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 i FINAL TA B L E O F C O N T E N T S Ta b l e o f C o n t e n t s .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i Li s t o f F i g u r e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i Li s t o f T a b l e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i v 1. 0 . I n t r o d u c t i o n .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2. 0 . E x i s t i n g T r a n s p o r t a t i o n S y s t e m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2. 1 . T r a n s p o r t a t i o n N e t w o r k .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 2 2. 1 . 1 . M a j o r S t re e t N e t w o r k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2. 1 . 2 . A c t i v e T r a n s p o r t a t i o n N e t w o r k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 2. 1 . 1 . F r e i g h t a n d R a i l N e t w o r k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 2. 2 . T r a n s p o r t a t i o n C o n d i t i o n s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 7 2. 2 . 1 . E x i s t i n g R o a d w a y Vo l u m e s a n d C a p a c i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 2 7 2. 2 . 2 . A c t i v e T r a n s p o r t a t i o n D a t a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 1 2. 2 . 3 . I n t e r s e c t i on O p e r a t i o n s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 38 2. 2 . 4 . B i c y c l e Op e r a t i o ns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ 46 3. 0 . P r o j e c t e d T r a n s p o r t a t i o n S y s t e m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... 48 3. 1 . T r a v e l D e m a n d M o d e l D e v e l o p m e n t . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... 48 3. 2 . P r o j e c t e d R o a d w a y V o l u m e s a n d C a p a c i t y . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... 48 3. 3 . P r o j e c t e d I n t e r s e c t io n L e v e l s o f S e r v i c e . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1 3. 4 . A c t i v e T r a n s p o r t a t i o n B e n e f i t s . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 5 3. 4 . 1 . H e a l t h B e n e f i t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 56 3. 4 . 2 . E n v i r o n m e n ta l B e n e f i t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 56 3. 4 . 3 . T r a n s p o r t a ti o n B e n e f i t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 57 3. 4 . 4 . T o t a l Be n e f i ts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. 57 4. 0 . S a f e t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 9 4. 1 . S t u d y A r e a C r a s h A n a l y s i s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 9 Th e C i t y o f B o z e m a n , M D T a n d R P A at t e m p t t o p r o v i d e a c c o m m o d a t i o n s fo r a n y k n o w n d i s a b i l i t y t h a t m a y in t e r f e r e w i t h a p e r s o n p a r t i c i p a t i n g in a n y s e r v i c e , p r o g r a m , o r a c t i v i t y as s o c i a t e d w i t h t h i s s t u d y . A l t e r n a t i v e ac c e s s i b l e f o r m a t s o f t h i s i n f o r m a t i o n wi l l b e p r o v i d e d u p o n r e q u e s t . F o r fu r t h e r i n f o r m a t i o n , c a l l ( 4 0 6 ) 4 4 7 - 50 0 0 o r ( 4 0 6 ) 5 8 2 - 2 2 8 0 . Ac c o m m o d a t i o n r e q u e s t s m u s t b e ma d e a t l e a s t 4 8 h o u r s p r i o r t o t h e sc h e d u l e d a c t i v i t y a n d / o r m e e t i n g . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 ii FINAL 4. 1 . 1 . C r a s h P e r i o d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. 63 4. 1 . 2 . E n v i r o n m en t a l F a c t o r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 65 4. 1 . 3 . C r a s h T y p e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. 67 4. 1 . 4 . C r a s h Se v e r i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ 69 4. 1 . 5 . I n t e r s e c t i o n C r a s h e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... 72 4. 2 . B i c y c l i s t a n d P e d e s t r i a n C r a s h A n a l y s i s . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 5 4. 3 . S a f e t y D a t a T r e n d A n a l y s i s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 7 4. 3 . 1 . I m p a i r m e n t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. 77 4. 3 . 2 . S a f e t y B e l t U s e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ 77 4. 3 . 3 . D r i v e r A g e .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 4. 3 . 4 . V e h i c l e T y p e .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79 4. 3 . 5 . C r a s h Se v e r i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ 79 5. 0 . A r e a s o f C o n c e r n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 0 5. 1 . E x i s t i n g T r a n s p o r t a t i o n C o n d i t i o n s . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 0 5. 2 . P r o j e c t e d T r a n s p o r t a t i o n C o n d i t i o n s .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 81 5. 3 . S a f e t y .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84 5. 3 . 1 . C r a s h D e n s i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ 84 5. 3 . 2 . I n t e r s e c t i o n C r as h S e v e r i t y R a t e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84 5. 3 . 3 . S e v e r e C r a s h L o c a t i o n s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 85 5. 3 . 4 . S u m m a r y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. 85 5. 3 . 5 . P e d e s t r i a n s an d B i c y c l i s t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 86 5. 4 . A l t e r n a t i v e T r a n s p o r t a t i o n M o d e s . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 6 5. 4 . 1 . P e d e s t r i a n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ 86 5. 4 . 2 . Bi c y c l e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... 87 5. 4 . 3 . T r a n s i t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... 88 L IS T O F F IG U R E S Fi g u r e 2 . 1 : M a j o r St r e e t N e t w o r k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 5 Fi g u r e 2 . 2 : M a j o r S t r e e t N e t w o r k ( D e t a i l A r e a ) . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 iii FINAL Fi g u r e 2 . 3 : I n c r e a s e i n B i c y c l e F a c i l i t i e s .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. 7 Fi g u r e 2 . 4 : E x i s t i n g B ic y c l e C o n d i t i o n s . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 11 Fi g u r e 2 . 5 : E x i s t i n g P ed e s t r i a n C o n d i t i o n s . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Fi g u r e 2 . 6 : Y e a r l y R i d e r s h i p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ 18 Fi g u r e 2 . 7 : M o n t h l y R i d e r s h i p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ 19 Fi g u r e 2 . 8 : T r u c k i n g A c t i v i t y C e n t e r s . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... 24 Fi g u r e 2 . 9 : A t G r a d e Ra i l r o a d C r o s s i n g s . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 26 Fi g u r e 2 . 1 0 : E x i s t i n g C o rr i d o r F a c i l i t y S i z e . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 28 Fi g u r e 2 . 1 1 : E x i s t i n g A v e r ag e A n n u a l D a i l y T r a f f i c . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 9 Fi g u r e 2 . 1 2 : E x i s t i n g V o l u me t o C a p a c i t y R a t i o s . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 0 Fi g u r e 2 . 1 3 : C o m m u t e b y C e n s u s T r a c t . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 Fi g u r e 2 . 1 4 : C o m m u t e M o d e S h a re C h a n g e s f r o m Y e a r 2 0 0 0 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... 33 Fi g u r e 2 . 1 5 : P e e r C i t i e s C o m m u t e M o d e S h a r e .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ 34 Fi g u r e 2 . 1 6 : A n n u a l B o z e m a n B i k e C o u n t s ( 2 0 1 1 - 2 0 1 5 ) . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 6 Fi g u r e 2 . 1 7 : S e a s o n a l V a r i a t i o n s i n W a l k i n g a n d B i c y c l i n g ( M i s s ou l a – 2 0 1 5 ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. 37 Fi g u r e 2 . 1 8 : M o d e S h a r e a t S e l e c t I n t e r s e c t i o n s . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 7 Fi g u r e 2 . 1 9 : I n t e r s e c t i o n C o u n t L o c a t i o n s . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Fi g u r e 2 . 2 0 : E x i s t i n g I n t e r s e c t i o n L e v e l o f S e r v i c e . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 5 Fi g u r e 2 . 2 1 : B i c y c l e L e v e l o f T r a f f i c S t r e s s . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 47 Fi g u r e 3 . 1 : P r o j e c t e d A v e r ag e A n n u a l D a i l y T r a f f i c . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 9 Fi g u r e 3 . 2 : P r o j e c t e d V o l u me t o C a p a c i t y R a t i o s . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 0 Fi g u r e 3 . 3 : P r o j e c t e d I n t e rs e c t i o n L e v e l o f S e r v i c e .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 54 Fi g u r e 4 . 1 : C r a s h e s p e r Y e a r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... 60 Fi g u r e 4 . 2 : C r a s h D e n s i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. 61 Fi g u r e 4 . 3 : C r a s h D e n s it y ( D e t a i l A r e a ) . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... 62 Fi g u r e 4 . 4 : C r a s h T i m e o f D a y D i s t r i b u t i o n . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 3 Fi g u r e 4 . 5 : C r a s h M o n t h o f t h e Y e a r D i s t r i b u t i o n . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 4 Fi g u r e 4 . 6 : C r a s h D a y of W e e k D i s t r i b u t i o n . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 Fi g u r e 4 . 7 : W e a t h e r C o n d i t i o n ( L e f t ) , R o a d S u r f a c e ( C e n t e r ) , a n d L i g h t i n g C o n d i t i o n ( Ri g h t ) S u m m a r i e s . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 6 Fi g u r e 4 . 8 : C r a s h R e l a t i o n t o J u nc t i o n ( L e f t ) a n d R o a d w a y ( R i g h t) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ 68 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 iv FINAL Fi g u r e 4 . 9 : M a n n e r o f C r a s h . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. 69 Fi g u r e 4 . 1 0 : C r a s h S e v e r i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. 70 Fi g u r e 4 . 1 1 : S e v e r e C r a s h L o c a t i o n s . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 71 Fi g u r e 4 . 1 2 : B i c y c l i s t a n d P ed e s t r i a n C r a s h S t a t i s t i c s . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 6 Fi g u r e 4 . 1 3 : D r i v e r ’ s A g e S t a t i s t i c s . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 78 L IS T O F T AB L E S Ta b l e 2 . 1 : A c t i v e T r a n s p o r t a ti o n P r o g r a m s a n d E v e n t s . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 Ta b l e 2 . 2 : H e a v y V e h i c l e T r a ff i c a t S e l e c t L o c a t i o n s . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3 Ta b l e 2 . 3 : T h e o r e t i c a l R o a d w a y C a p a c i t y . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Ta b l e 2 . 4 : C o m m u t e M o d e S ha r e a n d T r a v e l T i m e . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 1 Ta b l e 2 . 5 : I n t e r s e c t i o n L O S D e s c r i p t i o n s . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 39 Ta b l e 2 . 6 : E x i s t i n g S i g n a l i z e d I nt e r s e c t i o n L e v e l o f S e r v i c e . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2 Ta b l e 2 . 7 : U n s i g n a l i z e d I n t e rs e c t i o n L e v e l o f S e r v i c e .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 Ta b l e 3 . 1 : P r o j e c t e d S i gn a l i z e d I n t e r s e c t i o n L e v e l o f S e r v i c e . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1 Ta b l e 3 . 2 : P r o j e c t e d U n s i g n a l i z e d In t e r s e c t i o n L e v e l o f S e r v i c e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ 52 Ta b l e 3 . 3 : P r o j e c t e d M o d e S h a r e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ 55 Ta b l e 3 . 4 : H e a l t h B e n e f i t E s t i m a t e . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... 56 Ta b l e 3 . 5 : E n v i r o n m e n t a l B e n e f i t E s t i m a t e s . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 Ta b l e 3 . 6 : T r a n s p o r t a t i o n B e n e f i t E s t i m a t e s .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... 57 Ta b l e 3 . 7 : T o t a l B e n ef i t E s t i m a t e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 58 Ta b l e 4 . 1 : R e l a t i o n s h i p b e t w e e n E n v i r o n m e n t a l C o n d i t i o n s . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ 67 Ta b l e 4 . 2 : I n t e r s e c t i o n C r a s h R a te , S e v e r i t y I n d e x , a n d S e v e r i t y R a t e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... 73 Ta b l e 4 . 3 : C r a s h S t a t i s t i c s f o r Al c o h o l / d r u g R e l a t e d C r a s h e s . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 7 Ta b l e 4 . 4 : C r a s h S t a t i s t i c s f o r S a f e t y B e l t U s e . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 7 Ta b l e 4 . 5 : C r a s h S t a t i s t ic s f o r V e h i c l e T y p e . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 79 Ta b l e 4 . 6 : C r a s h S e v er i t y S t a t i s t i c s . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 79 Ta b l e 5 . 1 : H i g h C r a s h Se v e r i t y L o c a t i o n s . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 85 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 v FINAL Ap p e n d i c e s Ap p e n d i x A : E x i s t i n g I n t e r s e c t io n L e v e l s o f S e r v i c e ( L O S ) Ap p e n d i x B : B o z e m a n C o m m i t t e d P r o j e c t s Ap p e n d i x C : P r o j e c t e d I n t e r s e c t i o n L e v e l s o f S e r v i c e ( L O S ) BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 vi FINAL Ab b r e v i a t i o n s / A c r o n y m s AA D T A n n u a l A v e r a g e D a i l y T r a f f i c AC S A m e r i c a n C o m m u n i t y S u r v e y AS M S U A s s o c i a t e d S t u d e n t s o f M o n t a n a S t a t e U n i v e r s i t y AW S A l l - w a y S t o p BA B A B B o z e m a n A r e a B i c y c l e A d v i s o r y B o a r d BN S F BN S F R a i l w a y CI P Ca p i t a l I m p r o v e m e n t P l a n DH V De s i g n H o u r l y V e h i c l e EC B E x c e e d s C o m p u t a t i o n a l B o u n d s FR A Fe d e r a l R a i l r o a d A d m i n i s t r a t i o n GI S Ge o g r a p h i c I n f o r m a t i o n S y s t e m GV L T Ga l l a t i n V a l l e y L a n d T r u s t HR D C Hu m a n R e s o u r c e D e v e l o p m e n t C o u n c i l lb s Po u n d s LO S Le v e l o f S e r v i c e LT S Le v e l o f T r a f f i c S t r e s s MD T Mo n t a n a D e p a r t m e n t o f T r a n s p o r t a t i o n mp h mi l e s p e r h o u r MR L Mo n t a n a R a i l L i n k MS U Mo n t a n a S t a t e U n i v e r s i t y BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 vii FINAL NH T S Na t i o n a l H o u s e h o l d T r a v e l S u r v e y PD O Pr o p e r t y D a m a g e O n l y RP A Ro b e r t P e c c i a a n d A s s o c i a t e s se c Se c o n d s TA Z Tr a n s p o r t a t i o n A n a l y s i s Z o n e TM P Tr a n s p o r t a t i o n M a s t e r P l a n TW S Tw o - w a y S t o p TW L T L Tw o - w a y L e f t - T u r n L a n e v/ c Vo l u m e t o C a p a c i t y R a t i o VM T Ve h i c l e M i l e s T r a v e l e d vp d Ve h i c l e s p e r d a y BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 1 FINAL Ex i s t i n g a n d P r o j e c t e d C o n d i t i o n s 1. 0 . IN T R O D U C T I O N To c l e a r l y u n d e r s t a n d a t r a n s p o r t at i o n n e t w o r k , i t i s i m p o r t a n t t o e v a l u a t e t h e e x i s t i n g a n d p r o je c t e d c o n d i t i o n s a n d t h e p o t e ntial problem ar e a s t h a t m a y e x i s t . T o a c h i e v e t h i s t a s k f o r t h e B o z e m a n n e t w or k , i t w a s n e c e s s a r y t o c o l l e c t i nf o r m a t i o n o n m a n y a s p e c t s o f the tr a n s p o r t a t i o n s y s t e m . E x i s t i n g t ra f f i c d a t a w e r e u s e d t o e s t a b li s h e x i s t i n g c o n d i t i o n s o n m a j o r r o a d s e g m e n t s w i t h i n t h e s t u d y area. The ex i s t i n g d a t a w e r e f o r e c a s t e d ou t t o t h e y e a r 2 0 4 0 u s i n g g r o w t h r a t e s d e r i v e d f r o m a t r a v e l d e m a n d m o d e l b u i l t f o r G a l l a t i n C o unty. Ut i l i z i n g t h e e x i s t i n g a n d p r o j e ct e d d a t a , t h e o p e r a t i o n a l c h a r ac t e r i s t i c s a n d p o t e n t i a l t r a f f i c i s s u e s o v e r t h e p l a n n i n g h o r i zon were de t e r m i n e d . A v a r i e t y o f d a t a w e r e u s e d t o h e l p e v a l u a t e t h e s y st e m , i n c l u d i n g :  Ex i s t i n g f u n c t i o n a l c l a s s i f i c a t i o n ,  Ex i s t i n g t r a f f i c d a t a ,  Ex i s t i n g b i c y c l e a n d p e d e s t r i a n d a t a ,  Ex i s t i n g r o a d w a y c o r r i d o r s i z e ,  Cu r r e n t i n t e r s e c t i o n t u r n i n g m o v e m e n t c o u n t s ,  Cu r r e n t t r a f f i c s i g n a l o p e r a t i o n i n f o r m a t i o n ,  Ex i s t i n g i n t e r s e c t i o n a n d r o a d w a y c o n f i g u r a t i o n s , a n d  Hi s t o r i c c r a s h d a t a . 2. 0 . EX I S T I N G T R A N S P O R T A T I O N S Y S T E M Cu r r e n t i n f o r m a t i o n a b o u t t h e t r an s p o r t a t i o n s y s t e m w a s a n a l y z e d t o e s t a b l i s h t h e e x i s t i n g t r a f f i c c o n d i t i o n s a n d t o d e t e r m i n e potential pr o b l e m a r e a s . E x i s t i n g d a t a w e r e p r o v i d e d b y t h e M o n t a n a D e p a r tm e n t o f T r a n s p o r t a t i o n ( M D T ) a n d t h e C i t y o f B o z e m a n . A d d i t i o n al data we r e c o l l e c t e d i n t h e f a l l o f 20 1 5 t o s u p p l e m e n t t h e a v a i l a b l e in f o r m a t i o n . U s i n g a c o m b i n a t i o n o f t h e s u p p l i e d a n d c o l l e c t e d data, the ex i s t i n g o p e r a t i o n a l c h a r a c t e r i s t ic s o f t h e t r a n s p o r t a t i o n n e t w or k w a s d e t e r m i n e d . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 2 FINAL 2. 1 . T RA N S P O R T A T I O N N ET W O R K 2. 1 . 1 . Ma j o r S t r e e t N e t w o r k In o r d e r t o u n d e r s t a n d a c o m m u n i t y ’ s e x i s t i n g t r a n s p o r t a t i o n s y st e m , i t i s n e c e s s a r y t o f i r s t i d en t i f y w h i c h r o a d w a y s w i l l b e evaluated as part of t h e l a r g e r p l a n n i n g e f f o r t . A co m m u n i t y ’ s t r a n s p o r t a t i o n s y s te m i s m a d e u p o f a h i e r a r c h y o r r o a d w a y s , w i t h e a c h r o a d w a y b e ing cl a s s i f i e d a c c o r d i n g t o c e r t a i n p a r a m e t e r s i n c l u d i n g , b u t n o t l im i t e d t o , g e o m e t r i c c o n f i g u r a t i on , t r a f f i c v o l u m e s , s p a c i n g i n the community’s tr a n s p o r t a t i o n g r i d , s p e e d , a n d a d j a c e n t l a n d u s e . F u n c t i o n a l c la s s i f i c a t i o n i s a m e t h o d o f c l a ss i f y i n g r o a d s b y t h e s e r v i c e t hey provide as pa r t o f t h e o v e r a l l r o a d w a y n e t w or k . M o s t t r a v e l i n v o l v e s m o v e m en t t h r o u g h a n e t w o r k o f r o a d s . Fu n c t i o n a l c l a s s i f i c a t i o n d e f i n es the nature of t r a v e l i n g w i t h i n a n e t w o r k i n a l o g i c a l a n d e f f i c i e n t m a n n e r b y d e f i n i n g t h e p a r t t h a t a n y p ar t i c u l a r r o a d o r s t r e e t s h o u l d play in serving th e f l o w o f t r i p s t h r o u g h t h e e n t i r e n e t w o r k . Fo r t h i s e v a l u a t i o n , e m p h a s i s w a s p l a c e d o n r o a d w a y s t h a t a r e f un c t i o n a l l y c l a s s i f i e d a s c o l l e c t o r s , m i n o r a r t e r i a l s , o r p r i n c ipal arterials wi t h i n t h e s t u d y a r e a . T h e s e f u n c ti o n a l c l a s s i f i c a t i o n s a r e n o t l i m i t e d t o t h e “ u r b a n ” o r “ r u r al ” s e t t i n g s . T h e l o c a l s t r e e t s , the lowest ranking ro a d w a y s , a r e n o t e x a m i n e d d u e t o t h e a s s u m p t i o n t h a t i f t h e m a jo r s t r e e t n e t w o r k ( i . e . c o l l e c t o r s a n d a b o v e ) i s f u n c t i o n i n g t o an ac c e p t a b l e l e v e l , t h e l o c a l r o a d wa y s a r e n o t b e i n g u s e d b e y o n d th e i r i n t e n d e d f u n c t i o n . H o w e v e r , i f p r o b l e m s b e g i n t o o c c u r o n the major st r e e t n e t w o r k , t h e n t h e r e s u l ti n g i s s u e s w i l l b e g i n t o i n f i l t r at e n e i g h b o r h o o d r o u t e s ( i . e . l o c a l s t r e e t s ) . A s s u c h , t h e o v e r all health of a co m m u n i t y ’ s t r a n s p o r t a t i o n s y s t e m c a n b e c h a r a c t e r i z e d b y t h e h ea l t h o f t h e m a j o r s t r e e t n e t w o r k . In c l u d e d i n t h e c u r r e n t s t u d y a r e a a r e r o a d w a y s w i t h f u n c t i o n a l c l a s s i f i c a t i o n s o f i n t e r s t a t e s y st e m , p r i n c i p a l a r t e r i a l , m i n o r arterial, collector ro u t e s , a n d l o c a l s t r e e t s . R u r a l r oa d w a y s i n t h e s t u d y a r e a g e n er a l l y c a r r y a s m a l l e r v o l u m e t h a n t h e i r u r b a n c o u n t e r p a r t s . A l though traffic vo l u m e s m a y d i f f e r o n u r b a n a n d r u r a l s e c t i o n s o f a r o a d w a y , i t i s i m p o r t a n t t o m a i n t a i n c o o r d i n a t e d r i g h t - o f - w a y s t a n d a r d s t o allow for ef f i c i e n t o p e r a t i o n a n d u r b a n d e v e lo p m e n t . T h e f o l l o w i n g l i s t p ro v i d e s g e n e r a l d e s c r i p t i o n s o f th e s e f u n c t i o n a l c l a s s i f i c a t i o n s: In t e r s t a t e H i g h w a y s Th e m a i n p u r p o s e o f a n i n t e r s t a t e h i g h w a y i s t o p r o v i d e f o r r e g io n a l a n d i n t e r s t a t e tr a n s p o r t a t i o n o f p e o p l e a n d g o o d s . P r i m a r y u s e r s a r e a l l t y p e s , i n c l u d i n g l o c a l r e s i d e n t s , co m m u t e r s , t r a v e l e r s , a n d f r e i g h t o p e r a t o r s . I n t e r s t a t e h i g h w a y s a r e c h a r a c t e r i z e d b y h a v i n g f u l l y co n t r o l l e d a c c e s s ( p r o v i d e d b y a l i m i t e d n u m b e r o f i n t e r c h a n g e s ), h i g h d e s i g n s p e e d s , a n d a h i g h le v e l o f d r i v e r c o m f o r t a n d s a f e ty . T h e i n t e r s t a t e s y s t e m h a s b ee n d e s i g n e d a s a h i g h - s p e e d fa c i l i t y w i t h a l l r o a d i n t e r s e c t i o n s b e i n g g r a d e s e p a r a t e d . I n t er s t a t e 9 0 t r a v e r s e s t h e s t u d y a r e a a s a f o u r - l a n e d i v i d e d h i g h w a y . In t e r s t a t e H i g h w a y – I - 9 0 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 3 FINAL Pr i n c i p a l A r t e r i a l S y s t e m Th e p u r p o s e o f t h e p r i n c i p a l a r t e r i a l i s t o s e r v e t h e m a j o r c e n te r s o f a c t i v i t y , t h e h i g h e s t t r a f f i c vo l u m e c o r r i d o r s , a n d t h e l o n g e st t r i p d i s t a n c e s i n a n a r e a . T h is c l a s s i f i c a t i o n o f r o a d w a y c a r r i e s a hi g h p r o p o r t i o n o f t h e t o t a l t r a ff i c . M o s t o f t h e v e h i c l e s e n t e ri n g a n d l e a v i n g t h e a r e a u t i l i z e pr i n c i p a l a r t e r i a l s . S i g n i f i c a n t i n t r a - a r e a t r a v e l , s u c h a s b e t we e n c e n t r a l b u s i n e s s d i s t r i c t s a n d ou t l y i n g r e s i d e n t i a l a r e a s a n d b et w e e n m a j o r s u b u r b a n c e n t e r s , is s e r v e d b y p r i n c i p a l a r t e r i a l s . Th e s p a c i n g b e t w e e n p r i n c i p a l a r t e r i a l s m a y v a r y f r o m l e s s t h a n o n e m i l e i n h i g h l y d e v e l o p e d ar e a s , t o f i v e m i l e s o r m o r e o n t h e u r b a n f r i n g e s . P r i n c i p a l a r te r i a l s c o n n e c t t o o t h e r p r i n c i p a l ar t e r i a l s o r t o t h e i n t e r s t a t e s ys t e m . T h e m a j o r p u r p o s e o f t h e p r i n c i p a l a r t e r i a l i s t o p r o v i d e ex p e d i e n t m o v e m e n t o f t r a f f i c , n o t a c c e s s t o a b u t t i n g l a n d s . Mi n o r A r t e r i a l S t r e e t S y s t e m Th e m i n o r a r t e r i a l s t r e e t s y s t e m in t e r c o n n e c t s w i t h a n d a u g m e n t s t h e p r i n c i p a l a r t e r i a l s y s t e m . Th e y a c c o m m o d a t e t r i p s o f m o d e r a te l e n g t h a t a s o m e w h a t l o w e r l ev e l o f t r a v e l m o b i l i t y a s co m p a r e d t o p r i n c i p a l a r t e r i a l s , a n d t h e y d i s t r i b u t e t r a v e l t o sm a l l e r g e o g r a p h i c a r e a s . W i t h a n em p h a s i s o n t r a f f i c m o b i l i t y , m i n o r a r t e r i a l s i n c l u d e a l l a r t e r ia l s n o t c l a s s i f i e d a s p r i n c i p a l a r t e r i a l s wh i l e p r o v i d i n g s o m e a c c e s s t o a d j a c e n t l a n d s . Th e s p a c i n g o f m i n o r a r t e r i a l s t r e e t s m a y v a r y f r o m s e v e r a l b l o ck s t o h a l f a m i l e i n h i g h l y de v e l o p e d a r e a s o f a t o w n , t o s e ve r a l m i l e s i n t h e u r b a n f r i n g e s. T h e y a r e n o r m a l l y s p a c e d m o r e th a n o n e m i l e a p a r t i n f u l l y d e v e l o p e d a r e a s . Co l l e c t o r S t r e e t S y s t e m Th e c o l l e c t o r s t r e e t n e t w o r k s e r v e s a j o i n t p u r p o s e – p r o v i d e e qu a l p r i o r i t y t o t h e m o v e m e n t o f tr a f f i c a n d t o a c c e s s r e s i d e n t i a l , b u s i n e s s , a n d i n d u s t r i a l a r e as . T h i s t y p e o f r o a d w a y d i f f e r s f r o m th o s e o f t h e a r t e r i a l s y s t e m i n th a t c o l l e c t o r r o a d w a y s m a y t r a ve r s e r e s i d e n t i a l n e i g h b o r h o o d s . Th e c o l l e c t o r s y s t e m d i s t r i b u t e s tr i p s f r o m t h e a r t e r i a l s t o t h e u s e r ’ s u l t i m a t e d e s t i n a t i o n s . T h e co l l e c t o r s t r e e t s a l s o c o l l e c t t ra f f i c f r o m l o c a l s t r e e t s i n t h e r e s i d e n t i a l n e i g h b o r h o o d s , a n d ch a n n e l t h e t r a f f i c t o t h e a r t e r i a l s y s t e m . Th e a c t u a l l o c a t i o n o f c o l l e c t o r s s h o u l d b e f l e x i b l e t o b e s t s e rv e d e v e l o p i n g a r e a s a n d t h e p u b l i c . Th e c o l l e c t o r s t r e e t s y s t e m s h o u l d i n t e r s e c t a r t e r i a l s t r e e t s a t a u n i f o r m s p a c i n g o f o n e - h a l f t o Pr i n c i p a l A r t e r i a l – 1 9 th A v e n u e Mi n o r A r t e r i a l – D u r s t o n R o a d Co l l e c t o r S t r e e t – F e r g u s o n A v e n u e BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 4 FINAL on e - q u a r t e r m i l e i n o r d e r t o m a i nt a i n g o o d p r o g r e s s i o n o n t h e a rt e r i a l n e t w o r k . I d e a l l y , co l l e c t o r s s h o u l d b e n o l o n g e r th a n o n e t o t w o m i l e s a n d s h o u l d b e c o n t i n u o u s f o r t h e i r e n t i r e le n g t h . Lo c a l S t r e e t S y s t e m Th e l o c a l s t r e e t n e t w o r k c o m p r i s e s a l l f a c i l i t i e s n o t i n c l u d e d in t h e h i g h e r s y s t e m s . T h e p r i m a r y pu r p o s e o f l o c a l s t r e e t s i s t o p e r m i t d i r e c t a c c e s s t o a b u t t i n g l a n d s a n d c o n n e c t i o n s t o h i g h e r sy s t e m s . U s u a l l y s e r v i c e t o t h r o ug h - t r a f f i c m o v e m e n t s i s i n t e n t io n a l l y d i s c o u r a g e d e i t h e r t h r o u g h lo w s p e e d l i m i t s o r o t h e r t r a f f i c c a l m i n g m e a s u r e s . Fi g u r e s 2 . 1 a n d 2. 2 p r e s e n t t h e m a j o r s t r e e t n e t w o r k a s c o n t a i n e d i n t h e a d o p t e d Gr e a t e r B o z e m a n A r e a T r a n s p o r t a t i o n P l a n ( 2 0 0 7 U p d a t e ) . Th e f i g u r e s s h o w e x i s t i n g r o a d w a y c l a s s i f i c a t i o n s a l o n g w i t h f u tu r e e x t e n s i o n s o f m a j o r s t r e e t s . N o t e t h a t t h e f u n c t i o n a l c l a s sifications sh o w n i n t h e f i g u r e s m a y n o t r e p r e s e n t t h e “ F e d e r a l l y a p p r o v e d ” f u n c t i o n a l c l a s s i f i c a t i o n s y s t e m , r a t h e r , t h e y s h o w t h e l o c a l l y adopted cl a s s i f i c a t i o n s . T h e s e c l a s s i f i c a ti o n s a r e u s e d f o r p l a n n i n g p u rp o s e s a n d m a y n o t b e r e p r e s e n ta t i v e o f a c t u a l c o n d i t i o n s . Lo c a l S t r e e t – S a n d e r s A v e n u e BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 5 FINAL Fi g u r e 2 . 1 : M a j o r S t r e e t N e t w o r k 90 90 19 1 84 85 86 41 1 34 5 20 5 34 5 23 5 19 1 19 1 H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S CH URCH AVE S 1 9 T H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E G A L L A T I N R D H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E J A C K R A B B I T L N MA I N S T D U R S T O N R D C O T T O N W O O D R D D A V I S L N B A B C O C K S T B A X T E R L N O A K S T G A R F I E L D S T P A T T E R S O N R D F O W L E R L N G O O C H H I L L R D B L A C K W O O D R D S O U R D O U G H R D G O L D E N S T E I N L N S 3 R D A V E S T U C K Y R D F E R G U S O N A V E F O W L E R A V E 2 7 T H S T B E A R C A N Y O N R D L O V E L N H A R P E R P U C K E T T R D G R A F S T N A S H R D BOZEMAN TRAIL T A Y A B E S H O C K U P R D F R O N T A G E R D F O R T E L L I S R D G R A F S T C A T M O U N T S T N E L S O N R D M C I L H A T T A N R D M A N L E Y R D S T O R Y M I L L R D Major Street Network 012 ½Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*The functional classifications shown are contained in the 2007 LRTP and do not reflect the federally approved functional classification criteria.Functional Class*Future CollectorCollectorInterstatePrincipal Arterial Future Principal Arterial Future Minor ArterialMinor ArterialBozeman City LimitsStudy Area Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 6 FINAL Fi g u r e 2 . 2 : M a j o r S t r e e t N e t w o r k ( D e t a i l A r e a ) 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Major Street Network (Detail Area)0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*The functional classifications shown are contained in the 2007 LRTP and do not reflect the federally approved functional classification criteria.Functional Class*Future CollectorCollectorInterstatePrincipal Arterial Future Principal Arterial Minor Arterial Future Minor ArterialStudy Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 7 FINAL 2. 1 . 2 . Ac t i v e T r a n s p o r t a t i o n N e t w o r k 2 . 1 . 2 . 1 B i c y c l e F a c i l i t i e s Th e C i t y o f B o z e m a n h a s m a d e g r e a t p r o g r e s s o n i t s a c t i v e t r a n s po r t a t i o n n e t w o r k s i n c e t h e Gr e a t e r B o z e m a n A r e a T r a n s p o r t a t i o n P l a n (2 0 0 7 U p d a t e ) a n d t h e 20 0 7 P a r k s , R e c r e a t i o n s , a n d O p e n S p a c e P l a n . A l l f a c i l i t y t y p e s h a v e a p p r o x im a t e l y d o u b l e d o r m o r e i n t h i s in t e r v e n i n g p e r i o d . T h e i n c r e a s e i n f a c i l i t i e s h a s l i k e l y r e s u l te d i n m e a s u r e d i n c r e a s e s i n b i c y cl i n g i n B o z e m a n . B i c y c l e c o m m uting mode sh a r e i n c r e a s e d f r o m 4 . 7 p e r c e n t o f c o m m u t e t r i p s t o 6 . 3 p e r c e n t o f c o m m u t e t r i p s b e t w e e n 2 0 0 0 an d 2 0 1 0 . T h e C i t y o f B o z e m a n m easured an i n s t a n t a n e o u s i n c r e a s e i n b i c y c l i n g a n d w a l k i n g a l o n g W e s t B ab c o c k S t r e e t i n 2 0 0 7 o f 2 5 6 p e r c e nt w h e n b i k e l a n e s a n d s i d e w a lks were in s t a l l e d . Fi g u r e 2 . 3 s h o w s r e c e n t i n c r e a s e s i n b i c y c le f a c i l i t i e s b y t y p e . F o r t h e un p a v e d t r a i l s , 2 0 0 7 b a s e l i n e d a t a w a s n o t a v a i l a b l e s o 2 0 0 5 da t a w a s u t i l i z e d . Fi g u r e 2 . 3 : I n c r e a s e i n B i c y c l e F a c i l i t i e s 15 . 6 33 . 2 05101520253035 20 0 7 2 0 1 5 T o t a l M i l e a g e Bi k e L a n e s 1 1 3 % I n c r e a s e 12 . 6 32 . 0 05101520253035 20 0 7 2 0 1 5 T o t a l M i l e a g e Sh a r e d - U s e P a t h s 1 5 4 % I n c r e a s e 48 . 0 92.2 0102030405060708090 10 0 20 0 5 2 0 1 5 T o t a l M i l e a g e Un p a v e d T r a i l s 92%Increase BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 8 FINAL Th e f o l l o w i n g l i s t d e s c r i b e s t h e va r i o u s b i c y c l e f a c i l i t i e s f o u nd i n B o z e m a n a n d o t h e r c i t i e s . Fi g u r e 2 . 4 s h o w s t h e e x i s t i n g b i c y c l e f a c i l i t i e s wi t h i n t h e T M P s t u d y a r e a . Bi k e R o u t e s Bi k e r o u t e s i n c l u d e p a v e d s h o u l d e r s a n d s h a r e d r o a d w a y s w h e r e b ic y c l i s t s a n d c a r s op e r a t e w i t h i n t h e s a m e t r a v e l l an e , e i t h e r s i d e b y s i d e o r i n si n g l e f i l e d e p e n d i n g o n ro a d w a y c o n f i g u r a t i o n . T h e m o s t ba s i c t y p e o f b i k e w a y i s a s i g n ed s h a r e d r o a d w a y . T h i s fa c i l i t y i s u s e d t o c o n n e c t o t h e r b i k e w a y s – u s u a l l y b i k e l a n e s - o r d e s i g n a t e p r e f e r r e d ro u t e s t h r o u g h h i g h - d e m a n d c o r r i do r s . B o z e m a n h a s a n e t w o r k o f signed bike routes that op e r a t e b o t h a s s h a r e d r o a d w a y s a n d , i n s o m e i n s t a n c e s , w i t h p a ve d s h o u l d e r s . S o m e o f th e s e r o a d w a y s , s u c h a s M e n d e n h a l l S t r e e t , h a v e s h a r e d l a n e m a r ki n g s i n s t a l l e d w h i c h ra i s e t h e v i s i b i l i t y o f b i c y c l i n g a n d p r o m o t e s a f e r b e h a v i o r b y b o t h b i c y c l i s t s a n d m o t o r i s t s . Bo z e m a n h a s a p p r o x i m a t e l y 1 8 m i l e s o f b i k e r o u t e s o f f i c i a l l y d e si g n a t e d t h r o u g h s i g n a g e . Bi k e L a n e s Bi k e l a n e s a r e a t y p e o f s e p a r a t e d b i k e w a y t h a t u s e s s i g n a g e a n d s t r i p i n g t o d e l i n e a t e t h e ri g h t - o f - w a y a s s i g n e d t o b i c y c l i s ts a n d m o t o r i s t s . B i k e l a n e s e nc o u r a g e p r e d i c t a b l e mo v e m e n t b y b o t h b i c y c l i s t s a n d m o t o r i s t s . B o z e m a n h a s a p p r o x i m at e l y 3 3 m i l e s o f o n - st r e e t b i k e l a n e s . Bi k e R o u t e S i g n a g e – G r a n d A v e n u e Bi k e L a n e – P e a c h S t r e e t BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 9 FINAL Sh a r e d - u s e P a t h s Sh a r e d - u s e p a t h s a r e o f f - s t r e e t p a v e d t r a i l s t h a t a r e d e s i g n a t e d f o r t h e u s e o f b i c y c l i s t s , pe d e s t r i a n s , a n d o t h e r n o n - m o t o r i z ed u s e r s s u c h a s s k a t e b o a r d e r s a n d r o l l e r b l a d e r s . Ex a m p l e s i n c l u d e t h e O a k S t r e e t s h a r e d - u s e p a t h a n d t h e C o l l e g e S t r e e t t o H u f f i n e L a n e pa t h w a y . B o z e m a n h a s a p p r o x i m a t e ly 3 2 m i l e s o f s h a r e d - u s e p a t h s . Na t u r a l S u r f a c e T r a i l s Na t u r a l s u r f a c e t r a i l s a r e p r e s e nt i n n e a r l y e v e r y p a r t o f B o z e ma n . T h e s e f a c i l i t i e s l i n k ne i g h b o r h o o d s , p r o v i d e c o n n e c t i o ns a l o n g s t r e a m s ( W e s t S i d e T r a il ) a n d f o l l o w o l d ra i l r o a d a l i g n m e n t s l i k e t h e G a l l a g a t o r T r a i l a n d S t o r y M i l l S p ur . T h e s e f a c i l i t i e s f u l f i l l , a l o n g wi t h t h e r e s t o f t h e s i d e w a l k a n d s h a r e d u s e p a t h n e t w o r k , b o t h t r a n s p o r t a t i o n a n d re c r e a t i o n a l f u n c t i o n s . B o z e m a n h a s a n e x t e n s i v e n e t w o r k t h a t i s c o n s t a n t l y b e i n g ex p a n d e d t h r o u g h d e v e l o p e r b u i l t t r a i l s a n d o t h e r i n i t i a t i v e s l ed b y t h e C i t y o f B o z e m a n an d G a l l a t i n V a l l e y L a n d T r u s t ( G V L T ) . M u c h o f t h e t r a i l s y s t e m h a s w a y f i n d i n g a n d k i o s k s wi t h m a p s a n d o t h e r i n f o r m a t i o n . B o z e m a n h a s a p p r o x i m a t e l y 9 2 m il e s o f u n p a v e d n a t u r a l su r f a c e t r a i l s . Sh a r e d - u s e P a t h – C o l l e g e S t r e e t Na t u r a l S u r f a c e T r a i l – G a l l a t i n V a l l e y Re g i o n a l P a r k BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 10 FINAL Bi c y c l e B o u l e v a r d s Wh i l e n o t f u l l y d e v e l o p e d i n B o z e m a n , b i c y c l e b o u l e v a r d s a r e s t re e t s t h a t a r e c o m f o r t a b l e fo r m o s t b i c y c l i s t s t o r i d e o n d u e t o l o w m o t o r i z e d t r a f f i c v o l um e s a n d s p e e d s . T h e y a r e de s i g n a t e d a n d d e s i g n e d t o g i v e bi c y c l e t r a v e l p r i o r i t y . B i c y c l e b o u l e v a r d s a r e d e s i g n a t e d wi t h s i g n s , p a v e m e n t m a r k i n g s , an d w a y f i n d i n g e l e m e n t s . A d d i t i o na l l y , t h e y c r e a t e s a f e , co n v e n i e n t b i c y c l e c r o s s i n g s o f b us y a r t e r i a l s t r e e t s . I f n e c e s sa r y , t h e y c a n a l s o e m p l o y sp e e d o r v o l u m e m a n a g e m e n t t e c h n i qu e s t o k e e p t h e m c o m f o r t a b l e for bicyclists by re d u c i n g s p e e d s a n d c u t - t h r o u g h t ra f f i c . T h e C i t y o f B o z e m a n h a s n o t o f f i c i a l l y d e s i g n a t e d an y s t r e e t s a s b i c y c l e b o u l e v a r d s , h o w e v e r , t h e r e a r e m a n y s t r e et s t h a t c u r r e n t l y h a v e ma n y o f t h e s e f e a t u r e s i n c l u d i n g p a v e m e n t m a r k i n g s , w a y f i n d i n g si g n a g e , a n d e v e n a di v e r t e r ( S o u t h 6 t h A v e n u e ) . Se p a r a t e d B i k e L a n e s Wh i l e n o t c u r r e n t l y f o u n d i n B o z e ma n , s e p a r a t e d b i k e l a n e s c o m b in e t h e u s e r e x p e r i e n c e of a s e p a r a t e p a t h w i t h t h e o n - s t r e e t i n f r a s t r u c t u r e o f c o n v e n t io n a l b i k e l a n e s t h r o u g h va r i o u s f o r m s o f p h y s i c a l s e p a r a t i o n f r o m a d j a c e n t t r a f f i c . T w o s u c h f a c i l i t i e s a r e c u r r e n t l y in p l a c e i n M i s s o u l a . Bi c y c l e B o u l e v a r d – M i n n e a p o l i s , M N Se p a r a t e d B i k e L a n e – M i s s o u l a , M T BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 11 FINAL Fi g u r e 2 . 4 : E x i s t i n g B i c y c l e C o n d i t i o n s 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Existing Bicycle Conditions 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Source: City of Bozeman, MDT, RPA, ALTARailroadBicycle Facility TypeStudy Area Bozeman City Limits Montana State University TrailBicycle LaneDesignated Bicycle Route Shared-use Path BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 12 FINAL 2 . 1 . 2 . 2 P e d e s t r i a n F a c i l i t i e s Bo z e m a n ’ s p e d e s t r i a n fa c i l i t i e s a r e g e n e r a l l y g o o d , w i t h p l e n t i fu l s i d e w a l k s t h a t a r e t y p i c a l l y i n g o o d c o n d i t i o n . T h e C i t y d o es have several ch a l l e n g e s t o a c h i e v i n g a f u l l y c o n n e c t e d p e d e s t r i a n n e t w o r k . T he f o l l o w i n g l i s t d e s c r i be s t h e s e c h a l l e n g e s . Fi g u r e 2 . 5 presents the existing pe d e s t r i a n n e t w o r k w i t h i n t h e T M P s t u d y a r e a . Ne i g h b o r h o o d s L a c k i n g S i d e w a l k s Ma n y C o u n t y s u b d i v i s i o n s a n d s o m e C i t y n e i g h b o r h o o d s l a c k s i d e w alks completely. Most of t h e s e a r e a s w e r e c o n s t r u c t e d i n t h e 1 9 7 0 s a n d 1 9 8 0 s . T h e C i t y h a s m a d e a t t e m p t s t o br i n g s i d e w a l k s t o s o m e o f t h e s e n e i g h b o r h o o d s a n d m e t r e s i s t a n ce f r o m s o m e o f t h e re s i d e n t s . In c o m p l e t e S u b d i v i s i o n s Th e r e s p o n s i b i l i t y t o c o n s t r u c t s id e w a l k s c u r r e n t l y l i e s a t t h e i n d i v i d u a l l o t l e v e l w h e n t h e lo t i s d e v e l o p e d . T h i s h a s r e s u l te d i n p i e c e m e a l s i d e w a l k c o n n e ct i v i t y i n s u b d i v i s i o n s t h a t ha v e n o t y e t b e e n f u l l y b u i l t o u t . D e v e l o p e r s a r e r e q u i r e d t o c on s t r u c t t h e s i d e w a l k s a f t e r th r e e y e a r s i f t h e l o t s a r e n o t d e v e l o p e d . H o w e v e r , t h e e c o n o m i c d o w n - t u r n o f 2 0 0 8 th r o u g h 2 0 1 3 l e f t m a n y d e v e l o p e r s ba n k r u p t a n d r e s u l t e d i n s i g n if i c a n t g a p s i n t h e si d e w a l k n e t w o r k . T h i s d e f i c i e n c y i s n o t s h o w n i n Fi g u r e 2 . 5 a s i t i s f l u i d a n d c h a n g i n g re g u l a r l y . St r e e t L a c k i n g S i d e w a l k Ga p i n P e d e s t r i a n N e t w o r k BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 13 FINAL Ar t e r i a l s a n d C o l l e c t o r s Se v e r a l o f B o z e m a n ’ s a r t e r i a l s an d c o l l e c t o r s w e r e o r i g i n a l l y c on s t r u c t e d t o C o u n t y st a n d a r d s m a n y y e a r s a g o . A s t h e c i t y h a s g r o w n , m a n y o f t h e s e st r e e t s h a v e b e e n re c o n s t r u c t e d t o n e w e r s t a n d a r d s t o i n c l u d e s i d e w a l k s . M a n y s t r ee t s , s u c h a s W e s t Ba b c o c k S t r e e t f r o m 1 1 th t o 1 9 th A v e n u e s , h a v e n e v e r b e e n r e c o n s t r u c t e d . Ol d I n f r a s t r u c t u r e Ma n y o f B o z e m a n ’ s o l d e r n e i g h b or h o o d s s t i l l h a v e t h e i r o r i g i n a l s i d e w a l k s , s o m e o f w h i c h ha v e b e e n i n p l a c e f o r m o r e t h a n a c e n t u r y . W h i l e m a n y a r e i n g oo d c o n d i t i o n , s o m e a r e cr a c k e d , h e a v e d b y t r e e r o o t s , o r l a c k a c c e s s i b l e r a m p s a t s t r e et c o r n e r s . T h e C i t y h a s b e e n ad d r e s s i n g t h e s e i s s u e s a n d m a k in g s t e a d y a n n u a l p r o g r e s s , h o w e ve r , t h e r e i s a b a c k l o g th a t w i l l s t i l l r e q u i r e m a n y y e a rs o f e f f o r t . A c c o r d i n g t o s e c t io n 1 2 . 2 0 . 0 3 5 o f t h e B o z e m a n Mu n i c i p a l C o d e , t h e C i t y m a y n o t i f y p r o p e r t y o w n e r s t h a t r e p a i r s a r e n e c e s s a r y a n d t h e pr o p e r t y o w n e r h a s 3 0 d a y s f o r r e p a i r o r r e p l a c e m e n t . Ro o t H e a v i n g o n O l d I n f r a s t r u c t u r e Mi s s i n g S i d e w a l k o n C o l l e c t o r S t r e e t BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 14 FINAL Cr o s s i n g s Ma n y o f B o z e m a n ’ s s i g n a l i z e d a n d u n s i g n a l i z e d p e d e s t r i a n c r o s s i ng s c o u l d b e n e f i t f r o m en h a n c e m e n t s w h i c h w o u l d m a k e t h e c r o s s i n g m o r e v i s i b l e t o m o t o rists and more co m f o r t a b l e t o p e d e s t r i a n s a n d t r a i l u s e r s . M a n y k e y p e d e s t r i a n d e s i r e l i n e s , s u c h a s m i d - bl o c k t r a i l c r o s s i n g s , a r e n o t a c c o m m o d a t e d . Fl a s h i n g B e a c o n s a t C r o s s w a l k BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 15 FINAL Fi g u r e 2 . 5 : E x i s t i n g P e d e s t r i a n C o n d i t i o n s 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y L N S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Existing Pedestrian Conditions 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA, ALTANeighborhoods Lacking Sidewalks Existing TrailExisting Shared-use PathSidewalk Gap**Sidewalk gaps are only depicted for those roadways on the Major Street Network.Study Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 16 FINAL 2 . 1 . 2 . 3 T r a n s i t F a c i l i t i e s St r e a m l i n e p r o v i d e s f i x e d r o u t e p ub l i c t r a n s p o r t a t i o n i n B o z e m a n, B e l g r a d e , a n d Li v i n g s t o n . S t r e a m l i n e b e g a n a s a p a r t n e r s h i p b e t w e e n t h e H u m a n R e s o u r c e D e v e l o p m e n t Co u n c i l ( H R D C ) , D i s t r i c t I X , a n d t h e A s s o c i a t e d S t u d e n t s o f M o n ta n a S t a t e U n i v e r s i t y (A S M S U ) . T h e p a r t n e r s h i p n o w i n c l u d e s t h e c i t i e s o f B o z e m a n a n d B e l g r a d e a n d t h e Pr e s i d e n t ’ s O f f i c e a t M o n t a n a S t a t e U n i v e r s i t y . S t r e a m l i n e w a s re c e n t l y h o n o r e d a s o n e o f fi v e u r b a n t r a n s i t s y s t e m s t h r o u gh o u t t h e n a t i o n t o b e a w a r d e d an O u t s t a n d i n g S e r v i c e Aw a r d b y t h e F e d e r a l T r a n s i t A d m i n i s t r a t i o n . Ri d e r s a r e o v e r w h e l m i n g l y M S U s t u d e n t s , f a c u l t y , a n d s t a f f . T h i s i s b o t h b e c a u s e un i v e r s i t i e s t e n d t o g e n e r a t e s i g n i f i c a n t r i d e r s h i p , a n d b e c a u s e S t r e a m l i n e ’ s s e r v i c e i s MS U - c e n t r i c w i t h r o u t e s a n d s c h e du l e s d e s i g n e d t o s e r v e M S U s t u de n t s a n d e m p l o y e e s . St r e a m l i n e i s f a r e f r e e f o r a l l r o u t e s . C u r r e n t r o u t e s p r o v i d e d b y S t r e a m l i n e a r e d e s c r i b e d be l o w 1 :  Da y t i m e ( F i x e d R o u t e ) : T h r e e d a y t i m e r o u t e s s e r v i c e B o z e m a n o n o n e - h o u r he a d w a y s b e t w e e n 6 : 3 0 A M a n d 7 : 1 5 P M , M o n d a y t h r o u g h F r i d a y . D u ri n g t h e MS U s c h o o l y e a r , t w o r o u t e s a r e r u n a t h a l f - h o u r h e a d w a y s d u r i n g t h e A M , b e t w e e n 6 : 3 0 A M a n d 9 : 3 0 A M , a n d P M , b e t w e e n 4 : 0 0 PM a n d 6 : 3 0 P M , p e a k h o u r s .  La t e n i g h t ( D e v i a t e d F i x e d R o u t e ) : T h e L a t e n i g h t r o u t e s w e r e a d d e d i n F Y 2 0 0 8 . T h e s e t w o r o u t e s r un b e t w e e n 9 : 0 0 P M a n d 2 : 3 0 AM , T h u r s d a y , F r i d a y , a n d S a t u r d a y o n l y w h e n M S U i s i n s e s s i o n . O n e r o u t e p r o v i d e s h a l f - h o u r s e r v i c e b e t w e e n M S U a n d do w n t o w n , w h i l e t h e o t h e r r o u t e p ro v i d e s o n e - h o u r s e r v i c e t o a wi d e r s e r v i c e a r e a i n c l u d i n g V a ll e y W e s t a n d o t h e r a r e a s n o r t h of Ma i n S t r e e t . T o e n s u r e t h e s a f e t y o f t h o s e o n t h e b u s , a s e c u r i ty i n d i v i d u a l r i d e s o n a l l L a t e n i g h t b u s s e s .  Br i d g e r B o w l / B o h a r t R a n c h ( D e v i a t e d F i x e d R o u t e , S e a s o n a l ) : O p e r a t e d d u r i n g s k i s e a s o n , t he B r i d g e r B o w l / B o h a r t R a n c h ro u t e s p r o v i d e r i d e s t o a n d f r o m B r i d g e r B o w l a n d B o h a r t r a n c h be t w e e n 8 : 0 0 A M a n d 4 : 4 5 P M o n w e e k e n d s o n l y . T h i s r o u t e i s in t e n d e d t o a d d r e s s p a r k i n g a n d c o n g e s t i o n i s s u e s a t t h e r e s p e c ti v e s k i a r e a s . A p a r k - a n d - r i d e l o t i s a v a i l a b l e a t t h e G a l l a t i n County Fa i r g r o u n d s . 1 S t r e a m l i n e , R o u t e s & S c h e d u l e s , ht t p : / / w w w . s t r e a m l i n e b us . c o m / r o u t e s - s c h e d u l e s / , a c c e s s e d 0 3 / 2 9 / 2 0 1 6 . St r e a m l i n e B u s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 17 FINAL  Sa t u r d a y S e r v i c e ( F i x e d R o u t e ) : Sa t u r d a y s e r v i c e i s p r o v i d e d f o r t h e s a m e f o u r i n t o w n r o u t e s a s t h e D a y t i m e s e r v i c e f r o m 7 : 3 0 A M to 6 : 1 5 P M o n S a t u r d a y s . A l l r o u t e s o p e r a t e a t o n e - h o u r h e a d w a y s.  Li v i n g s t o n C o m m u t e r ( F i x e d R o u t e ) : T h e L i v i n g s t o n C o m m u t e r r o u t e c o ns i s t s o f a n A M a n d P M r o u t e t o/ f r o m L i v i n g s t o n . T h e A M ro u t e d e p a r t s B o z e m a n a t 5 : 5 0 A M a n d r e t u r n s a t 7 : 3 0 . T h e P M r o ut e p i c k s u p p a s s e n g e r s a r o u n d B o z e m a n b e t w e e n 4 : 3 5 a n d 5 : 2 5 PM b e f o r e t r a v e l i n g t o L i v i n gs t o n f o r a 6 : 1 0 P M s t o p .  Be l g r a d e C o m m u t e r ( F i x e d R o u t e ) : T h e B e l g r a d e C o m m u t e r r o u t e , c a l l e d t h e G r e e n l i n e E x p r e s s , w a s c r e a t e d t o m e e t i n c r e a s i n g de m a n d f o r p u b l i c c o m m u t e r s e r v i c e b e t w e e n B e l g r a d e a n d B o z e m a n . B e g i n n i n g i n B e l g r a d e e v e r y w e e k d a y , t h e f i r s t b u s l e a v e s fr o m B e l g r a d e a t 6 : 3 5 A M a n d h e a ds i n t o B o z e m a n w i t h s e v e r a l s t op s a l o n g t h e w a y b e f o r e r e a c h i n g M S U . T h e G r e e n l i n e m a k e s s i x tr i p s a d a y – t w o i n t h e m o r n i n g , t w o i n t h e a f t e r n o o n , a n d t w o i n t h e e v e n i n g – w i t h t h e l a s t s t o p i n B e l g r a d e a t 7 : 0 0 P M . St r e a m l i n e R i d e r s h i p T r e n d s Ri d e r s h i p d a t a a r e c o l l e c t e d b y t h e d r i v e r s w h e n a p a s s e n g e r b o ar d s t h e b u s . M o n t h l y r i d e r s h i p da t a f o r a l l r o u t e s b e t w e e n f i s cal year 2007 an d 2 0 1 5 w e r e p r o v i d e d b y S t r e a m li n e . T h e s e d a t a d o n o t p r o v i d e i n f o r m a t i o n f o r b o a r d i n g s a n d a l i g h t i n g s a t s p e c i f i c s t o p s , r a ther the data ar e c a t e g o r i z e d a s d a y t i m e , l a t e n i g h t , L i v i n g s t o n , B r i d g e r B o w l/ B o h a r t R a n c h , a n d G a r d n e r / M a m m o t h . T h e B r i d g e r B o w l / B o h a r t R a nch line ru n s o n w e e k e n d s d u r i n g t h e s k i s e a s o n , a p p r o x i m a t e l y f r o m e a r l y D e c e m b e r t o e a r l y A p r i l . T h e G a r d n e r / M a m m o t h r o u t e w a s t e s t e d in fi s c a l y e a r 2 0 1 1 , h o w e v e r , d u e t o l o w r i d e r s h i p t h e r o u t e w a s c an c e l e d . B o t h t h e B r i d g e r B o w l / B oh a r t R a n c h a n d G a r d n e r / M a m m o t h routes ar e n o t i n c l u d e d i n t h e f o l l o w i n g a n a l y s i s . F u r t h e r m o r e , f i s c a l y e a r 2 0 1 0 w a s t h e f i r s t y e a r t o h a v e w e e k d a y , S a t u r d a y , l a t e n ight, and Li v i n g s t o n s e r v i c e , a s s u c h , t h e f o l l o w i n g a n a l y s i s w i l l i n c l u d e d a t a f r o m f i s c a l y e a r 2 0 1 0 t o 2 0 1 5 . St r e a m l i n e r i d e r s h i p t r e n d s c a n b e s u m m a r i z e d o n a y e a r - t o - y e a r a n d a m o n t h - t o - m o n t h b a s i s . D a t a s h o w t h a t t o t a l r i d e r s h i p h a s increased ye a r - t o - y e a r f r o m 2 0 1 0 u n t i l 2 0 1 4 . A s l i g h t d e c r e a s e i n r i d e r s h ip w a s s e e n i n 2 0 1 5 . T h e a v e r a g e a n n u a l g r o w t h r a t e b a s e d o n s i mple co m p o u n d g r o w t h i s 7 . 5 p e r c e n t . Fi g u r e 2 . 6 p r e s e n t s t h e t o t a l c o m b i n e d r i d e r s h i p f o r t h e w e e k d a y , S a t u r d a y, l a t e n i g h t , a n d L i v i n g s t o n ro u t e s . I n d i v i d u a l l y , t h e S a t u r d ay a n d l a t e n i g h t c a t e g o r i e s s h ow e d i n c r e a s i n g r i d e r s h i p i n f i s c a l y e a r 2 0 1 5 . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 18 FINAL Fi g u r e 2 . 6 : Y e a r l y R i d e r s h i p On a m o n t h - b y - m o n t h b a s i s , s e a s o n a l v a r i a t i o n i n r i d e r s h i p c a n be s e e n w i t h w i n t e r m o n t h s g e n e r a l l y h a v i n g g r e a t e r r i d e r s h i p a s compared to s u m m e r m o n t h s . I t c a n a l s o b e s e e n t h a t r i d e r s h i p i n D e c e m b e r d e c r e a s e s a s c o m p a r e d t o N o v e m b e r a n d J a n u a r y . T h i s t r e n d c o u ld be at t r i b u t e d t o t h e h o l i d a y s e a s o n a n d u n i v e r s i t y s t u d e n t s r e t u r n in g h o m e f o r w i n t e r b r e a k . T h e d a y t i m e , S a t u r d a y , a n d L i v i n g s t o n categories sh o w l e s s s e a s o n a l v a r i a t i o n , p o ss i b l e d u e t o m o r e n o n - u n i v e r s i ty u s e r s . T h e l a t e n i g h t c a t e g o r y s h o w s t h e g r e a t e s t v a r i a t i o n throughout th e y e a r w i t h p e a k s i n A p r i l a n d Oc t o b e r a n d a l o w i n J u l y . W e a th e r a n d a v a i l a b i l i t y o f o t h e r t r a ns p o r t a t i o n m o d e s m a y a l s o c o ntribute se a s o n a l v a r i a t i o n o f r i d e r s h i p . Fi g u r e 2 . 7 s h o w s t h e a v e r a g e p e r c e n t a g e of b o a r d i n g s f o r e a c h m o n t h . 315,992 32 6 , 8 5 6 27 9 , 6 6 0 27 5 , 5 3 7 23 7 , 2 9 7 23 1 , 0 6 4 2015 20 1 4 20 1 3 20 1 2 20 1 1 20 1 0 T o t a l B o a r d i n g s Fi s c a l Y e a r BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 19 FINAL Fi g u r e 2 . 7 : M o n t h l y R i d e r s h i p Pe d e s t r i a n a n d B i c y c l e C o n n e c t i v i t y t o T r a n s i t St r e a m l i n e ’ s f i v e w e e k d a y l i n e s a r e a l l o n e - w a y l o o p s a n d h a v e be e n a d j u s t e d o v e r t h e y e a r s t o be c o m e m o r e e f f i c i e n t a n d b e n e f icial to the co m m u n i t y . B u s s t o p a m e n i t i e s a r e v a r i e d a n d r a n g e f r o m h i g h - q u al i t y c u s t o m d e s i g n e d s h e l t e r s w it h b e n c h e s a n d i n f o r m a t i o n t o simple bu s s t o p s i g n s w i t h a r o u t e t i m e t a b l e . W a l k i n g a n d b i c y c l i n g a r e n a t u r a l c o m p l i m e n t s t o t r a n s i t us e . T r a n s i t u s e c a n b e i m p r o v ed by high- qu a l i t y p e d e s t r i a n a n d b i c y c l e f ac i l i t i e s t h a t c a n f i l l i n t h e “f i r s t o r l a s t m i l e ” o f t r a n s i t j ou r n e y s . F o r t h e m o s t p a r t p e d estrian amenities are pr e s e n t a l o n g b u s r o u t e s , w i t h s om e e x c e p t i o n s , s u c h a s a l o n g c ol l e c t o r o r a r t e r i a l r o a d s t h a t h a v e n o t f u l l y b e e n b u i l t o u t y et. 0. 0 % 2. 0 % 4. 0 % 6. 0 % 8. 0 % 10 . 0 % 12 . 0 % 14 . 0 % JA N F E B M A R A P R M A Y J U N J U L A U G S E P O C T N O V D E C A v e r a g e P e r c e n t a g e o f B o a r d i n g s Da y t i m e La t e n i g h t Sa t u r d a y Li v i n g s t o n BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 20 FINAL 2 . 1 . 2 . 4 A c t i v e T r a n s p o r t a t i o n F a c i l i t y M a i n t e n a n c e Ac t i v e t r a n s p o r t a t i o n f a c i l i t i e s a r e m a i n t a i n e d i n d i f f e r e n t w a ys b y d i f f e r e n t d e p a r t m e n t s a n d g r o u p s w i t h i n t h e C i t y o f B o z e m an. The fo l l o w i n g d e s c r i b e s c u r r e n t m a i n t en a n c e a c t i v i t i e s f o r a c t i v e t ra n s p o r t a t i o n f a c i l i t i e s :  On - S t r e e t P a v e m e n t M a r k i n g s : B i k e l a n e a n d c r o s s w a l k s t r i p i n g i s r e p l a c e d i n c o n j u n c t i o n w i th t h e o v e r a l l p a v e m e n t m a r k i n g re p l a c e m e n t . T h e C i t y o f B o z e m an c o n t r a c t s r e s t r i p i n g a n n u a l l y . S o m e p a v e m e n t m a r k i n g s h a v e be e n i n s t a l l e d a s r e c e s s e d th e r m o p l a s t i c w h i c h l a s t s m u c h l o n g e r . F o r e x a m p l e , w h e n S o u t h 3 rd A v e n u e w a s c h i p s e a l e d i n 2 0 1 3 , t h e e x i s t i n g t h e r m o p l a s t i c pa v e m e n t m a r k i n g s t h a t w e r e a p p li e d i n t h e l a t e 1 9 9 0 s w e r e s t i l l i n g o o d c o n d i t i o n . S t r e e t s a r e s n o w p l o w e d b y M D T a n d C i t y cr e w s . T h e C i t y o f B o z e m a n h a s w o r ke d i n r e c e n t y e a r s t o i m p r o v e p l o w i n g o f b i k e l a n e s s o t h a t t h e y a r e f u n c t i o n a l d u r i n g t h e wi n t e r m o n t h s a n d t o s w e e p t h e m c l e a r o f d e b r i s i n t h e s p r i n g .  Pa v e d S h a r e d - U s e P a t h s : M o s t o f B o z e m a n ’ s a s p h a l t s h a r e d - u s e p a t h s a r e u n d e r 1 5 y e a r s ol d , h o w e v e r , s o m e a r e r e a c h i n g t h e po i n t w h e r e s u r f a c e p r e s e r v a t i o n i s n e e d e d . O n e o f t h e i s s u e s f ac e d i s t h e v a r y i n g q u a l i t y o f c o n s t r u c t i o n a s m a n y o f t h e s e f a cilities we r e b u i l t b y d e v e l o p e r s . T h e r e ar e m u l t i p l e e x a m p l e s o f a s p h a l t t r a i l s d e t e r i o r a t i n g d u e t o i m p r o p e r c o n s t r u c t i o n . T h e C i t y o f Bo z e m a n h a s r e s p o n d e d t o s o m e s p o t l o c a t i o n f o r r e p a i r s , h o w e v e r, t h e r e i s n o s u b s t a n t i a l f u n d i n g o r p r o g r a m i n p l a c e t o c o n d u ct ma i n t e n a n c e . P a r k s a n d R e c r e a t i o n an d t h e S t r e e t s D e p a r t m e n t s h av e w o r k e d t o g e t h e r t o m a n a g e t h e i n v e n t o r y o f a s p h a l t s h a r e d - us e p a t h s . V a r i o u s d e p a r t m e n t s i n c l u d i n g S t r e e t s , F o r e s t r y , C e m et e r y , a n d P a r k s a n d R e c r e a t i o n h a v e p l o w i n g r e s p o n s i b i l i t i e s . Parks ha s t a k e n a l a r g e r r o l e a n d h a s r ec e i v e d a d d i t i o n a l e q u i p m e n t f ro m t h e S t r e e t s D e p a r t m e n t .  Na t u r a l S u r f a c e T r a i l s : N a t u r a l s u r f a c e t r a i l s a r e a c o s t e f f e c t i v e f a c i l i t y t y p e w i t h n e a r l y 1 0 0 m i l e s o f f a c i l i t ie s i n p l a c e . T h e C i t y ’ s Pa r k s a n d R e c r e a t i o n D e p a r t m e n t ha s a “ T r a i l B o s s ” p o s i t i o n w h i ch o r g a n i z e s a n d c o n d u c t s m a i n t e n a n c e o n 6 7 m i l e s o f n a t u r a l su r f a c e t r a i l – i n c l u d i n g 6 6 b r i dg e s . A d d i t i o n a l l y , t h e C i t y o f B o z e m a n p a r t n e r s w i t h t h e G V L T f o r m a i n t e n a n c e . G V L T m a i n t a i n s trails th a t a r e i n t h e C o u n t y a n d o r g a n i ze s v o l u n t e e r w o r k d a y s o n C i t y t r a i l s . N a t u r a l s u r f a c e t r a i l s a r e n o t m a i n t a i n e d d u r i n g t h e winter mo n t h s . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 21 FINAL 2 . 1 . 2 . 5 A c t i v e T r a n s p o r t a t i o n P r o g r a m s a n d E v e n t s Si n c e 2 0 0 7 , t h e r e h a v e b e e n m a n y n ew p r o g r a m s c r e a t e d a n d s u s t a in e d b y a v a r i e t y o f g r o u p s w i t h i n B o z e m a n . Ta b l e 2 . 1 summarizes these pr o g r a m s . Ta b l e 2 . 1 : A c t i v e T r a n s p o r t a t i o n P r o g r a m s a n d E v e n t s Pr o g r a m Su m m a r y Group/Agency Bi k e C o u n t s Ea c h S e p t e m b e r s i n c e 2 0 1 1 t h e B o z e ma n A r e a B i c y c l e A d v i s o r y B o a rd ( B A B A B ) h a s o r g a n i z e d v o l u n t e e r s to c o u n t b i c y c l e s a t 1 5 l o c a t i o n s a r o u n d B o z e m a n . T h e c o u n t s a r e c o n d u c t e d i n a c c o r d a n c e w i t h t h e Na t i o n a l B i c y c l e a n d P e d e s t r i a n D o c u m e n t a t i o n P r o j e c t . BA B A B Bi k e S w a p Ea c h M a y t h e G a l l a t i n V a l l e y F a i r gr o u n d s a r e u t i l i z e d t o s e l l u se d b i c y c l e e q u i p m e n t . T h e e v e n t i s w e l l at t e n d e d e a c h y e a r . Ga l l a t i n V a l l e y B i k e C l u b Bi k e t o W o r k W e e k Ea c h M a y v o l u n t e e r s a n d l o c a l b u s i n e s s e s w o r k t o g e t h e r t o e n c o u ra g e a n d r e w a r d i n d i v i d u a l s f o r b i k i n g to w o r k . “ E n e r g i z e r S t a t i o n s ” e a c h m o r n i n g p r o v i d e f r e e c o f f e e an d b r e a k f a s t t r e a t s t o p a r t i c i p a t i n g bi c y c l i s t s . A d d i t i o n a l l y , o t h e r b i c y c l e t h e m e d e v e n t s a r e o r g a n iz e d . BA B A B , M S U Bi k e T r a i n i n g / E d u c a t i o n Cl a s s e s i n v o l v i n g t e a c h i n g t h e r u l e s o f t h e r o a d , p r o p e r r i d i n g t e c h n i q u e a n d b i c y c l e s a f e t y a r e pe r i o d i c a l l y t a u g h t a t a v a r i e t y o f v e n u e s . BA B A B , M S U , B i k e K i t c h e n Bo z e m a n B i k i n g W e b s i t e Th e C i t y o f B o z e m a n h o s t s a w e b s i t e ( ht t p : / / w w w . b o z e m a n . n e t / b i c y c l e s ) t h a t h a s s o m e m a t e r i a l s i n de v e l o p m e n t i n c l u d i n g t h e r e c o m m e n d a t i o n s f r o m t h e L e a g u e o f A m er i c a n B i c y c l i s t s . T h e r e a r e t w o o t h e r we b s i t e s t h a t c o u l d c a u s e r e d u n d a n c y a n d c o n f u s i o n a m o n g u s e r s . BA B A B Co m m u n i t y B i k e s Co m p l e t e b i c y c l e s a r e p r o v i d e d t o i n d i v i d u a l s w h o a r e e n d o r s e d by a s e l e c t i o n o f p a r t i c i p a t i n g l o c a l co m m u n i t y o r g a n i z a t i o n s . Bi k e K i t c h e n , H u m a n R e s o u r c e De v e l o p m e n t C o u n c i l , G a l l a t i n V a l l e y Fo o d B a n k , T h r i v e , H a v e n , e t c . Co m m u n i t y S h o p Th e B i k e K i t c h e n h a s o p e n t o o l s a n d r e p a i r s t a n d s a v a i l a b l e a n y t i m e d u r i n g r e g u l a r h o u r s f o r m e m b e r s o f th e p u b l i c t o c o n d u c t a n d l e a r n b i c y c l e r e p a i r . Bi k e K i t c h e n Di s c o v e r y W a l k s In 2 0 1 5 , t h e r e w e r e 1 5 c o m m u n i t y w al k s w i t h a t h e m e : a r t , h i s t o ry , b i r d w a t c h i n g , e t c . T h e p r o g r a m re a c h e d 2 6 7 p a r t i c i p a n t s o v e r 3 8 fr e e g u i d e d w a l k s . T h i s h a s r e su l t e d i n g e t t i n g m o r e p e o p l e t o k n o w t h e tr a i l s y s t e m . GV L T Ea r n a B i k e Vo l u n t e e r s a t t h e B i k e K i t c h e n c a n p i c k o u t a b i k e f r a m e a n d b u il d a c o m p l e t e b i c y c l e f r o m i t a f t e r 1 6 ho u r s o f v o l u n t e e r t i m e . Bi k e K i t c h e n Hi g h S c h o o l D r i v e r ’ s Ed u c a t i o n a n d S a f e t y BA B A B d e v e l o p e d a p r e s e n t a t i o n a im e d a t r a i s i n g a w a r e n e s s o f b i cy c l i n g i s s u e s f o r t h e B o z e m a n H i g h Sc h o o l D r i v e r ’ s E d u c a t i o n c l a s s . T h e p r o g r a m w a s i n i t i a t e d i n 2 01 3 . F u r t h e r m o r e , B A B A B h a s a h i g h s c h o o l am b a s s a d o r w h o h a s o r g a n i z e d e v e n t s t a r g e t e d a t B o z e m a n H i g h s t ud e n t s . BA B A B Sp e e d E n f o r c e m e n t Mo b i l e s p e e d t r a i l e r s a r e r e l o c a t e d f r e q u e n t l y a r o u n d B o z e m a n t o r e m i n d d r i v e r s o f t h e s p e e d l i m i t . Pe r m a n e n t r a d a r s p e e d s i g n s a r e i n s t a l l e d n e a r m o s t o f t h e c i t y ’s e l e m e n t a r y s c h o o l s . Bo z e m a n P o l i c e D e p a r t m e n t Ta i l / B i k e M a p s Bo t h G V L T a n d t h e B A B A B p u b l i s h a h a r d c o p y p a p e r m a p o f t h e C i ty o f B o z e m a n . T h e m a p s c o n t a i n si m i l a r i n f o r m a t i o n , w i t h t h e G V L T m a p c o s t i n g $ 3 a n d f o c u s i n g on t h e t r a i l s y s t e m . T h e B A B A B m a p fo c u s e s m o r e o n b i c y c l e f a c i l i t i e s a n d i s f r e e . T h e r e i s n o u s e r f r i e n d l y o n - l i n e m a p a s o f 2 0 1 5 . GV L T , B A B A B BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 22 FINAL Pr o g r a m Su m m a r y Group/Agency Tr a i l A m b a s s a d o r s Vo l u n t e e r s a r e p r e s e n t a t t r a i l h e ad s a n d o n t h e t r a i l s y s t e m t o a s s i s t u s e r s w i t h w a y f i n d i n g , e t i q u e t t e , a n d ha n d i n g o u t d o g b a g s a n d l e a s h es . I n 2 0 1 5 , t h e r e w e r e 2 2 5 h o u r s o f p a t r o l s a n d 2 , 7 4 8 c o n t a c t s m a d e w i t h th e p u b l i c GV L T Tr a i l V o l u n t e e r s GV L T o r g a n i z e s v o l u n t e e r s t o h e l p m a i n t a i n t h e t r a i l s y s t e m . G V LT o v e r s e e s t h e w o r k a n d t h e C i t y pr o v i d e s m a t e r i a l s . I n f i s c a l y e ar 2 0 1 5 , t h e r e w e r e 7 5 3 v o l u n t e er s a m a s s i n g 2 , 8 2 3 v o l u n t e e r h o u r s . GV L T , C i t y o f B o z e m a n Tr a i l W a y f i n d i n g In 2 0 1 5 , G V L T a d d e d o r r e p l a c e d 57 5 s i g n s f o r t h e t r a i l w a y f i n d in g t o t e m s . G V L T h a s a l s o i n s t a l l e d 2 5 ki o s k s w i t h 1 5 a d d i t i o n a l k i o s k s t o b e i n s t a l l e d i n t h e f u t u r e . GV L T Tr a i l s R x In 2 0 1 5 , 1 5 h e a l t h p r o v i d e r s “ p r e s cr i b e d ” p h y s i c a l a c t i v i t y o n th e t r a i l s y s t e m . G V L T h a s p r o v i d e d t h e pr o v i d e r s w i t h t r a i l m a p s , h a n d o u t s , e t c . GV L T 2. 1 . 1 . Fr e i g h t a n d R a i l N e t w o r k Fr e i g h t a n d H e a v y V e h i c l e s Th e C i t y o f B o z e m a n i s s i t u a t e d n e a r t h e j u n c t i o n o f I n t e r s t a t e 9 0 ( I - 9 0 ) , U S H i g h w a y 1 9 1 ( U S 1 9 1 ) , a n d S t a t e H i g h w a y 8 4 . I - 9 0 connects Bo z e m a n w i t h B i l l i n g s a n d I n t e r st a t e 9 4 t o t h e e a s t a n d B u t t e a nd I n t e r s t a t e 1 5 t o t h e w e s t . U S 19 1 e x t e n d s s o u t h t o W e s t Y e l l owstone were it c o n n e c t s t o U S H i g h w a y 2 0 . S t a te H i g h w a y 8 4 t r a v e l s w e s t t o it s j u n c t i o n w i t h U S H i g h w a y 2 8 7 in N o r r i s . E a c h o f t h e s e r o u t e s serve re g i o n a l , n a t i o n a l , a n d i n t e r n a t i o na l t r a d e . A s s u c h , i t i s i m p or t a n t t h a t d e l i v e r y v e h i c l e s a r e a b l e t o t r a v e l t h r o u g h t h e a r ea in a safe and ef f e c t i v e m a n n e r . Wi t h i n t h e s t u d y a r e a , o f m a j o r c o n c e r n i s t h e v o l u m e o f h e a v y ve h i c l e t r a f f i c i n d o w n t o w n B o ze m a n . A 2 0 1 5 s t u d y f o u n d t h a t o f the ap p r o x i m a t e l y 3 0 0 h e a v y v e h i c l e s t h a t u s e M a i n S t r e e t o n a t y p i ca l w e e k d a y , a p p r o x i m a t e l y 3 9 pe r c e n t a r e t h r o u g h t r i p s . 2 No truck routes ar e d e s i g n a t e d w i t h i n t h e C i t y o f B o z e m a n . R o a d w a y c a p a c i t y , f u nc t i o n a l c l a s s i f i c a t i o n , a n d g e o g r a p h y g e n e r a l l y d i c t a t e w h i c h routes heavy ve h i c l e s u s e . H e a v y v e h i c l e t r a f f i c o n m a j o r r o a d w a y s w i t h i n t h e s t u d y a r e a i s s u m m a r i z e d i n Ta b l e 2 . 2 . 2 Un d e r s t a n d i n g C o m m e r c i a l T r u c k T r af f i c T h r o u g h D o w n t o w n B o z e m a n , P r e p a r e d f o r t h e D o w n to w n B o z e m a n P a r t n e r sh i p b y t h e W e s t e r n Tr a n s p o r t a t i o n I n s t i t u t e , J u n e 2 0 1 5 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 23 FINAL Ta b l e 2 . 2 : H e a v y V e h i c l e T r a f f i c a t S e l e c t L o c a t i o n s Lo c a t i o n 20 1 4 A A D T Pe r c e n t H e a v y Ve h i c l e s 20 1 4 H e a v y V e h i c l e s (p e r d a y a v e r a g e ) I- 9 0 e a s t o f M a i n S t . 15 , 3 3 0 14 . 2 2, 1 7 8 I- 9 0 b t w n M a i n S t a n d 7 th A v e 16 , 8 2 0 1 2 . 5 2 , 0 9 7 I- 9 0 b t w n 7 th A v e a n d 1 9 th A v e 17 , 9 4 0 12 . 6 2, 2 5 7 I- 9 0 w e s t o f 1 9 th A v e 19 , 0 5 0 1 1 . 8 2 , 2 5 7 Ma i n S t e a s t o f H i g h l a n d B l v d * 12 , 6 8 0 3. 1 39 2 Ma i n S t w e s t o f 1 9 th A v e * 22 , 9 2 0 1 . 7 4 7 6 Hu f f i n e L n w e s t o f C o t t o n w o o d R o a d * 23 , 0 0 0 2. 1 47 6 19 th A v e n o r t h o f B a x t e r L n * 25 , 0 3 0 1 . 9 2 6 0 7 th A v e n o r t h o f O a k S t * 21 , 1 9 0 1. 5 31 2 Oa k S t w e s t o f 7 th A v e * 16 . 3 0 0 1 . 8 2 9 5 Du r s t o n R d w e s t o f 7 th A v e * 11 , 1 7 0 1. 2 13 9 19 th A v e n o r t h o f C o l l e g e S t * 17 , 1 2 0 1 . 5 2 5 4 Ka g y B l v d e a s t o f 1 9 th A v e * 13 , 5 6 0 1. 1 15 0 * M D T d o e s n o t c o l l e c t c l a s s i f i c a t i o n d a t a at t h e s e l o c a t i o n s d u e t o h e a v y t r a f f i c . He a v y v e h i c l e p e r c e n t a g e s a r e d e r i v e d b a s e d o n ad j u s t m e n t f o r m u l a s . Th e s p e c i f i c l o c a t i o n o f t r u c k i n g a c t i v i t y c e n t e r s c a n g r e a t l y af f e c t t h e t r a n s p o r t a t i o n n e t w o r k a s a w h o l e . F o r e x a m p l e , i f a business wishes to r e c e i v e d a i l y d e l i v e r i e s f r o m h e a v y v e h i c l e s , t h e y w o u l d n e e d t o e n s u r e t h a t t h e t r u c k s h a v e a s a f e l o c a t i o n t o u n l o a d g o o d s. If a loading do c k o r l a r g e p a r k i n g a r e a w e r e n o t a v a i l a b l e , i t i s p o s s i b l e t he t r u c k w o u l d h a v e t o s t o p i n t he r o a d w a y w h i l e u n l o a d i n g ( n o t e that the latter do e s o c c u r i n s o m e a r e a s o f B o z e ma n ’ s d o w n t o w n ) . T h i s w o u l d b l o ck t r a f f i c a n d m a y c r e a t e a s a f e t y h a z a r d . M a n y b u s i n e s s e s t h a t generate a h i g h v o l u m e o f t r u c k t r a f f i c t e nd t o b e l o c a t e d i n i n d u s t r i a l o r c o m m e r c i a l a r e a s t h a t a l l o w f o r l a r g e u n l o a d i n g a r e a s . W h i l e not exhaustive, Fi g u r e 2 . 8 p r e s e n t s t h e l o c a t i o n s o f t r u c k in g a c t i v i t y c e n t e r s l o c a t e d w i th i n t h e s t u d y a r e a b o u n d a r y . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 24 FINAL Fi g u r e 2 . 8 : T r u c k i n g A c t i v i t y C e n t e r s 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URDOUGH RD T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y L N S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Wa l m a r t Me r g e n t h a l e r Tr a n s f e r & S t o r a g e Co n o c o Bu l k P l a n t Co s t c o W h o l e s a l e Ta r g e t US P o s t Of f i c e Ho m e D e p o t Lo w e s Ke n y o n N o b l e Lu m b e r Si m k i n s - H a l l i n Lu m b e r Si m k i n s - H a l l i n To p S h o p Em p i r e B u i l d i n g Ma t e r i a l s US P o s t O f f i c e Pe p s i - C o l a Le h r k i n d ' s B o t t l i n g Em p i r e B u i l d i n g M a t e r i a l s St o r a g e Y a r d Br o n k e n ' s D i s t r i b u t i n g Sm i t h ' s Al b e r t s o n ' s Sa f e w a y Ro s a u e r s To w n & C o u n t r y Fo o d s To w n & C o u n t r y F o o d s Ka r s t S t a g e Fi r s t S t u d e n t Bu s B a r n Ci t y S h o p Co m p l e x MD T Ag D e p o t Ke n y o n N o b l e Ac e H a r d w a r e Ac e H a r d w a r e Ga l l a t i n V a l l e y M a l l Da i r y g o l d Trucking Activity Centers 0½1 1 ½¼Miles BOZEMAN TM P TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPATrucking Activity CentersStudy Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 25 FINAL Ra i l Th e m a i n r a i l l i n e t h r o u g h B o z e m a n i s c u r r e n t l y o w n e d b y B N S F R ai l w a y ( B N S F ) a n d i s l e a s e d t o M o n t a n a R a i l L i n k ( M R L ) . T h e l i n e is de s i g n a t e d a s S u b d i v i s i o n T w o – Sp u r l i n g t o H e l e n a . S p e e d l i m i t s r a n g e f r o m 1 0 t o 4 5 m i l e s p e r h o u r o n t h e m a i n t r a c k a n d 1 0 t o 35 miles pe r h o u r o n t u r n o u t s , s i d i n g s , a n d o t h e r t r a c k . T h e s e c t i o n o f tr a c k t h r o u g h B o z e m a n i s d e s i g n a t ed a s a F e d e r a l R a i l r o a d A d m i n istration Ex c e p t e d T r a c k , e f f e c t i v e l y l i m i t in g o p e r a t i o n s t o a m a x i m u m o f 1 0 m i l e s p e r h o u r . Da t a o n t h e c u r r e n t n u m b e r o f d a il y t r a i n s t h r o u g h B o z e m a n a r e un a v a i l a b l e , h o w e v e r , i n 2 0 0 6 , a t o t a l o f 5 , 6 6 9 t r a i n s p a s s e d t hrough Bo z e m a n f o r a n a v e r a g e o f 1 6 t r a i n s p e r d a y 3 . M R L o p e r a t e s o n e l o c a l t r a i n f ro m L i v i n g s t o n t o L o g a n a n d b a c k t o L i v i n g s t o n M o n d a y th r o u g h F r i d a y . T h i s l o c a l t r a i n a c c o u n t s f o r 5 2 0 t r a i n s p e r y e ar . T h e n u m b e r o f c a r s i n t h e l o c al t r a i n i s d i c t a t e d b y l u m b e r pickups in Bo z e m a n b u t a v e r a g e s a b o u t f i v e c a r s p e r t r a i n . T h r o u g h t r a i n s av e r a g e a p p r o x i m a t e l y 1 1 0 c a r s p e r t r a i n In B o z e m a n , r a i l r o a d s i d i n g l o c a t io n s f o r l o a d i n g a n d o f f l o a d i n g ( i n c l u d i n g l o c a l c a r g a t h e r i n g ) c u r r e n t l y o n l y e x i s t a t t h e I daho Pole site on No r t h W a l l a c e S t r e e t . T h e p r o s p e ct i v e M a n d e v i l l e i n d u s t r i a l p a r k w o u l d i n c l u d e t h e s e c o n d s i t e . A t o t a l o f n i n e a t g r a d e c r o s s i n g s e x i s t w i t h i n t h e s t u d y a r e a . T r a f f i c c o n t r o l a t t h e s e s i t e s v a r i e s a n d i n c l u d e s c r o s s b u c k s , gates, or post with fl a s h i n g l i g h t s . Fi g u r e 2 . 9 d i s p l a y s t h e l o c a t i o n a n d t r a f f i c c o n t r o l f o r e a c h a t - g r a d e r a il c r o s s i n g w i t h i n t h e s t u d y a r e a . 3 Ma n d e v i l l e I n d u s t r i a l P a r k R a i l r o a d F e a s i b i l i t y S t u d y , P r e p a r e d f o r t h e C i t y o f B o z e m a n b y G r e a t W e s t E n g i n e e r i n g , M ar c h 2 7 , 2 0 0 7 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 26 FINAL Fi g u r e 2 . 9 : A t G r a d e R a i l r o a d C r o s s i n g s 90 90 19 1 84 85 86 41 1 34 5 20 5 34 5 23 5 19 1 19 1 H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S CH URCH AVE S 1 9 T H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E G A L L A T I N R D H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E J A C K R A B B I T L N MA I N S T D U R S T O N R D C O T T O N W O O D R D D A V I S L N B A B C O C K S T B A X T E R L N O A K S T G A R F I E L D S T P A T T E R S O N R D F O W L E R L N G O O C H H I L L R D B L A C K W O O D R D S O U R D O U G H R D G O L D E N S T E I N L N S 3 R D A V E S T U C K Y R D F E R G U S O N A V E F O W L E R A V E 2 7 T H S T B E A R C A N Y O N R D L O V E L N H A R P E R P U C K E T T R D G R A F S T N A S H R D BOZEMAN TRAIL T A Y A B E S H O C K U P R D F R O N T A G E R D F O R T E L L I S R D G R A F S T C A T M O U N T S T N E L S O N R D M C I L H A T T A N R D M A N L E Y R D S T O R Y M I L L R D At Grade Rail-road Crossings 012 ½Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPATraffic Control Type Post Flashing LightsGatesCrossbucksBozeman City LimitsStudy Area Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 27 FINAL 2. 2 . T RA N S P O R T A T I O N C ON D I T I O N S 2. 2 . 1 . Ex i s t i n g R o a d w a y V o l u m e s a n d C a p a c i t y Ex i s t i n g r o a d w a y t r a f f i c d a t a w er e c o l l e c t e d b y M D T a n d t h e C i t y o f B o z e m a n . T h e d a t a w e r e u s e d to e s t a b l i s h t r a f f i c c o n d i t i o n s and to pr o v i d e r e l i a b l e d a t a o n h i s t o r ic t r a f f i c v o l u m e s . A v e r a g e a n n u al d a i l y t r a f f i c ( A A D T ) c o u n t s fo r t h e y e a r 2 0 1 4 w e r e u s e d t o r epresent existing co n d i t i o n s . T h e e x i s t i n g f a c i l i t y s i z e f o r t h e m a j o r s t r e e t n e t wo r k i s p r e s e n t e d i n Fi g u r e 2 . 1 0 . T h e e x i s t i n g A A D T a l o n g t h e m a j o r s t r e e t ne t w o r k i s p r e s e n t e d i n Fi g u r e 2 . 1 1 . Th e c a p a c i t y o f t h e r o a d w a y s i s o f c r i t i c a l i m p o r t a n c e w h e n l o o ki n g a t t h e g r o w t h o f t h e c o m m un i t y . A s t r a f f i c v o l u m e s i n c r e a s e, vehicle fl o w d e t e r i o r a t e s . W h e n t r a f f i c vo l u m e s a p p r o a c h a n d e x c e e d t h e a v a i l a b l e c a p a c i t y , u s e r s e x p e r i e n c e c o n g e s t i o n a n d v e h i c l e d e lay. As such, it i s i m p o r t a n t t o i n v e s t i g a t e t h e s i z e a n d c o n f i g u r a t i o n o f t h e e x i s t i n g r o a d w a y s a n d t o d e t e r m in e i f t h e s e r o a d s n e e d t o b e expanded to ac c o m m o d a t e t h e e x i s t i n g o r p r o j ec t e d t r a f f i c d e m a n d s . T h e c a p a ci t y o f a r o a d w a y i s b a s e d o n a nu m b e r o f f e a t u r e s i n c l u d i n g t h e number of l a n e s , i n t e r s e c t i o n f u n c t i o n , a c c e s s a n d i n t e r s e c t i o n s p a c i n g, v e h i c l e f l e e t m i x , r o a d w a y g e om e t r i c s , a n d v e h i c l e s p e e d s . I ndividual ro a d w a y c a p a c i t y v a r i e s g r e a t l y an d s h o u l d b e c a l c u l a t e d o n a n in d i v i d u a l b a s i s . H o w e v e r , f o r p l a n n i n g a n d c o m p a r i s o n p u r p o s e s , th e o r e t i c a l r o a d w a y c a p a c i t i e s w er e d e v e l o p e d b a s e d o n s i m p l i s t ic r o a d w a y c o n f i g u r a t i o n s . Ta b l e 2 . 3 p r e s e n t s t h e c a p a c i t i e s t h a t h a v e be e n u s e d f o r t h i s w o r k . T h e v a l u e s g i v e n i n Ta b l e 2 . 3 a r e n o t i n t e n d e d t o b e u s e d t o se t a n y t h r e s h o l d s f o r r o a d w a y performance, but ra t h e r p r o v i d e g e n e r a l i n f o r m a t i o n t o b e u s e d f o r c o m p a r i s o n p u rp o s e s . Ta b l e 2 . 3 : T h e o r e t i c a l R o a d w a y C a p a c i t y Ro a d C o n f i g u r a t i o n Ca p a c i t y ( v p d ) * 2 L a n e 12 , 0 0 0 2 L a n e – D i v i d e d / T W L T L † 18 , 0 0 0 4 L a n e 24 , 0 0 0 4 L a n e – D i v i d e d / T W L T L † 32 , 0 0 0 In t e r s t a t e 68 , 0 0 0 * V a l u e s r e p r e s e n t p l a n n i n g l e v e l d a i l y c a p a c i t i e s d e v e l o p e d f o r t h i s T M P a n d a r e i n t e n d e d f o r co m p a r i s o n p u r p o s e s o n l y . A c t u a l p h y s i c a l r o ad w a y c a p a c i t y c a n v a r y g r e a t l y d e p e n d i n g o n ro a d w a y d e s i g n f e a t u r e s a n d a c c e s s c o n t r o l . † T w o - w a y L e f t - t u r n L a n e A r o a d w a y ’ s c a p a c i t y , a n d v o l u m e - t o - c a p a c i t y ( v / c ) r a t i o , c a n b e u s e d a s a c o m p a r i s o n t o o l w h e n l o o k i n g a t t h e t r a n s p o r t a t i o n system. The v/ c r a t i o o f a r o a d w a y i s d e f i n e d a s t h e t r a f f i c v o l u m e o n t h e ro a d w a y d i v i d e d b y t h e c a p a c i t y o f t h e r o a d w a y . Fi g u r e 2 . 1 2 presents the re s u l t a n t v / c r a t i o s f o r t h e e x i s t i n g m a j o r s t r e e t n e t w o r k . T h e v / c r a t i o s h e l p i d e n t i f y p o t e n t ia l c a p a c i t y d e f i c i e n c i e s o n t h e transportation sy s t e m . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 28 FINAL Fi g u r e 2 . 1 0 : E x i s t i n g C o r r i d o r F a c i l i t y S i z e 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Existing Corridor Facility Size 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*Two-Way Left-Turn Lane (TWLTL)Corridor Size*One-Way StreetInterstate 2 Lanes Divided/TWLTL Undivided/No TWLTL 4 Lanes Undivided/No TWLTLDivided/TWLTL3 Lanes Divided/TWLTLLocal RoadStudy Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 29 FINAL Fi g u r e 2 . 1 1 : E x i s t i n g A v e r a g e A n n u a l D a i l y T r a f f i c 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N 5 , 7 6 0 7 ,5 0 0 7 ,3 4 0 6 , 9 2 0 9 , 5 4 0 12 , 5 5 0 7 5 0 7 ,7 3 0 8 ,6 4 0 5, 3 0 0 2 0 , 0 8 0 2 ,1 7 0 7 ,4 9 0 8 , 1 4 0 9 , 7 6 0 2 0 ,8 0 0 2 4 ,9 1 0 3, 4 8 0 2 2 ,6 7 0 1 5 ,9 7 0 2 3 ,0 0 0 7 , 5 9 0 1 3 ,5 6 0 1 5 ,3 3 0 2 4 , 1 4 0 2 2 ,0 3 0 1 5 ,8 9 0 1, 9 1 0 1 5 , 9 7 0 2 ,8 3 0 8 ,5 7 0 3 ,2 1 0 9 ,1 2 0 4 ,7 7 0 3 ,0 7 0 1 0 ,1 0 0 2 ,8 3 0 5 ,3 9 0 8 ,1 6 0 1 9 ,0 5 0 2 , 7 3 0 1 7 ,9 4 0 1 6 ,8 2 0 9 ,1 8 0 1 2 ,2 0 0 1 0 ,7 0 0 8 ,3 9 0 3 ,9 6 0 1 3 ,8 5 0 4 ,5 6 0 4, 8 1 0 4 , 5 1 0 1 3 , 0 1 0 1 1 ,9 3 0 1 2 , 9 4 0 2 , 5 8 0 3, 3 4 0 9 , 1 0 0 7 , 3 1 0 9 , 2 9 0 1 0 ,2 6 0 9 , 8 7 0 1 3 ,7 8 0 1 7 , 9 5 0 2 1 , 1 9 0 1 2 ,6 8 0 5 , 7 7 0 2 , 1 5 0 1 6 , 7 7 0 1 1 , 3 1 0 1 2 ,6 6 0 6 , 6 7 0 3 , 3 2 0 25,0 30 4 , 9 3 4 4 , 3 6 1 6 ,2 7 0 3 , 0 9 7 1 ,0 5 8 7 2 1 1 0 ,1 5 8 3 , 9 2 8 3 ,1 2 1 6 ,9 8 3 4 ,4 4 4 5 ,1 5 7 6 , 6 5 0 9 ,2 1 4 4 4 4 4 , 1 0 9 6 3 9 2,86 6 8 , 4 8 0 8 , 9 3 6 3 , 9 9 1 5 ,4 1 8 Existing Average Annual Daily Traffic 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*The functional classifications shown are contained in the 2007 LRTP and do not reflect the federally approved functional classification criteria.Functional Class*Interstate Principal Arterial Minor Arterial **Data provided by MDT Data and Statistics.CollectorStudy Area Bozeman City Limits Montana State University 2014 Average Annual Daily Traffic**2,500 2014 Travel Demand Model Volume***2,500 ***Traffic volumes determined through the travel demand model were used in locations where current traffic counts do not exist and may not represent actual conditions. BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 30 FINAL Fi g u r e 2 . 1 2 : E x i s t i n g V o l u m e t o C a p a c i t y R a t i o s 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T ON R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URDOUGH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N 0 . 3 4 0 . 4 8 0 . 4 1 0 .6 3 0. 2 8 0 . 3 6 0 .6 1 0 . 7 1 0 .2 6 0 .8 5 0 . 5 8 0 . 5 3 0 . 2 6 0 .0 9 0 . 5 6 0. 5 2 0 . 6 6 0 .4 3 0 .4 8 0. 4 4 0 . 6 3 0 .5 6 0 .1 8 0 .4 2 0 . 5 2 0 . 4 7 0 . 6 8 0 . 8 1 0 . 1 2 0 . 6 5 0 .2 6 0.7 8 0. 2 9 0 .5 8 0 .7 1 0 .6 7 0 .7 2 0 . 6 3 0 .2 3 0 . 7 5 0 .3 7 0 .4 3 0 .6 9 0. 1 6 0 . 5 5 0 . 5 0 0 .7 7 0 .2 4 0 .4 8 0 .2 7 0 .5 1 0 .1 5 0 . 7 4 0 .2 6 0 .8 4 0 .2 4 0 .4 5 0 .6 8 0 .2 8 0 . 2 3 0. 4 5 0 .2 6 0 .2 5 0 .7 7 0 .6 8 0 .5 9 0 .7 0 0 .3 3 0 .5 8 0 .3 8 0. 4 0 0 . 2 5 0 . 4 1 0 .6 6 0 . 2 2 0 .0 9 0 . 7 6 0 . 6 1 0 . 7 7 0 . 8 2 0 .7 7 0 .4 0 0 . 3 2 0 . 1 8 0 .7 0 0 . 5 6 0 . 2 8 0.7 8 0 . 3 3 1 .3 2 1 . 0 8 1 .1 3 0 . 0 5 0 . 0 6 0 .0 6 0 . 0 4 Existing Volume to Capacity Ratios 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*The functional classifications shown are contained in the 2007 LRTP and do not reflect the federally approved functional classification criteria.Functional Class*Interstate Principal Arterial Minor Arterial CollectorStudy Area Bozeman City Limits Montana State University Volume to Capacity Ratio < 1.00 0.65 Volume to Capacity Ratio ≥ 1.00 1.15 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 31 FINAL 2. 2 . 2 . Ac t i v e T r a n s p o r t a t i o n D a t a Pr o v i d i n g a n a c c u r a t e p i c t u r e o f p e d e s t r i a n a n d b i c y c l e a c t i v i t y w i t h i n a n y c o m m u n i t y i s d i f f i c u l t . D a t a a r e t y p i c a l l y n o t a v a ilable or not co m p r e h e n s i v e e n o u g h t o f o r m a c o m p l e t e p i c t u r e o f a c t i v e t r a n s po r t a t i o n b e h a v i o r . D a t a f o r v e h i cl e s i s , b y c o m p a r i s o n , m o r e r eadily av a i l a b l e . B o t h M D T a n d t h e C i t y o f B o z e m a n h a v e c o l l e c t e d r e g u la r p e d e s t r i a n a n d b i c y c l i s t d a t a f o r y e a r s , a l l o w i n g l o n g - t e r m trends to be un d e r s t o o d . O v e r a l l , B o z e m a n e x h i b i t s h i g h l e v e l s o f w a l k i n g a n d b i c y c l i n g b y n a t i o n a l s t a n d a r ds . B o z e m a n i s c o m p a r a b l e t o M i s soula wi t h i n t h e S t a t e o f M o n t a n a . T h e f o l l o w i n g s u b s e c t i o n s s u m m a r i z e a v a i l a b l e d a t a p e r t a i n i n g t o a c t i v e t r a n s p o r t a t i o n . 2 . 2 . 2 . 1 J o u r n e y t o W o r k / C o m m u t i n g ( A C S ) 2 0 1 0 - 2 0 1 4 D a t a Th e U S C e n s u s h a s l o n g b e e n o n e o f t h e o n l y r e a d i l y a v a i l a b l e s ou r c e s o f d a t a t o m e a s u r e g e n e r a l l e v e l s o f t r a n s p o r t a t i o n c h o i ces. The data ar e l i m i t e d t o c o m m u t e b a s e d t r i p s t o w o r k a n d d o n o t r e f l e c t t he s p e c t r u m o f p o t e n t i a l t r i p t y pe s a v a i l a b l e . T h e A m e r i c a n C o m munity Su r v e y ( A C S ) h a s s u p p l e m e n t e d t h e 1 0 - y e a r c y c l e o f t h e U S C e n s u s t o p r o v i d e a d d i t i o n a l a n n u a l d a t a. F o r c o m m u n i t i e s t h e s i z e o f Bozeman, an n u a l d a t a a r e n o t s t a t i s t i c a l l y v al i d , t h e r e f o r e f i v e - y e a r a v er a g e s a r e u s e d . T h i s m e t h o d p r o vi d e s s o m e i n s i g h t , h o w e v e r , i t is slow to note ch a n g e s o v e r t i m e . F o r w a l k i n g an d b i c y c l i n g , t h e m a r g i n s o f e r ro r a r e o v e r o n e p e r c e n t . Ta b l e 2 . 4 c o m p a r e s t h e C i t y o f B o z e m a n t o Ga l l a t i n C o u n t y a n d t h e S t a t e o f M o n t a n a . C i t y o f B o z e m a n d a t a ar e v i s u a l i z e d i n Fi g u r e 2 . 1 3 b y c e n s u s b l o c k t o s h o w h o w p a t t e r n s o f re s i d e n t c o m m u t i n g c h a n g e d e p e n d i n g o n l o c a t i o n . N e i g h b o r h o o d s ne a r t h e h i s t o r i c c o r e o f B o z e m an a n d t h o s e n e a r M S U e x h i b i t h i gh ov e r a l l a c t i v e t r a n s p o r t a t i o n m o d e s , t o t a l i n g o v e r h a l f o f a l l co m m u t e t r i p s s o u t h o f M a i n S t r e e t . T h e s e l e v e l s r e d u c e t o a p p r oximately 30 an d 1 5 p e r c e n t a s t h e c e n s u s b l o c k g e n e r a l l y g e t s f a r t h e r a w a y fr o m d o w n t o w n . I t s h o u l d b e n o t e d t h a t t h e V a l l e y W e s t A r e a c e n sus block, de f i n e d b y n e i g h b o r h o o d s n o r t h o f H u f f i n e L a n e a n d w e s t o f 1 9 th A v e n u e , s h o w s m u c h l o w e r l e v e l s of a c t i v e t r a n s p o r t a t i o n b a s e d on co m m u t i n g . T h i s c o u l d i n d i c a t e n e e d s w i t h i n f r a s t r u c t u r e o r e n c ou r a g e m e n t a s t h e m a j o r i t y o f t h i s a r e a i s n o t a n y f a r t h e r a w a y from major de s t i n a t i o n s i n B o z e m a n . Ta b l e 2 . 4 : C o m m u t e M o d e S h a r e a n d T r a v e l T i m e Mo d e S h a r e St a t e o f M o n t a n a Ga l l a t i n C o u n t y Ci t y o f B o z e m a n Wa l k i n g * 4. 8 % 6. 0 % 9. 5 % Bi k i n g * 1. 3 % 3 . 1 % 5 . 5 % Dr i v i n g † 85 . 6 % 81 . 7 % 77 . 9 % Dr o v e A l o n e 75 . 3 % 7 3 . 0 % 7 1 . 3 % Tr a n s i t 0. 9 % 0. 9 % 1. 3 % Tr a v e l T i m e t o W o r k ( m e a n ) 18 . 0 m i n 16 . 8 m i n 14 . 6 m i n Da t a : A m e r i c a n C o m m u n i t y S u r v e y (A C S ) F i v e Y e a r E s t i m a t e s , 2 0 1 0 - 2 0 1 5 * D u e t o s m a l l s a m p l e s i z e s t h e m a r g i n o f e r r o r i s a p p r o x i m at e l y 1 . 2 p e r c e n t f o r w a l k i n g a n d 1 . 4 p e r c e n t f o r b i c y c l i n g † D r i v i n g m o d e s h a r e c o m b i n e s s i n g l e o c c u p a n c y v e h i c l e s a n d c a r p o o l s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 32 FINAL Fi g u r e 2 . 1 3 : C o m m u t e b y C e n s u s T r a c t 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y L N S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N 32 % 32 % 15 % 2% 9% 13 % 4% 3% 4% 16 % 53 % 35 % 4% Commute by Census Tract 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA,US Census BureauPercent of Census Tract Commuting by Transit,Foot, or BikeStudy Area Percent Commuting by Transit †Percent Commuting by Foot †Percent Commuting by Bike ††US Census Bureau, American Community Survey, 2009-2013> 5%5 - 10%10 - 15%15 - 20%20 - 35%> 35%Census Tract BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 33 FINAL Co m m u t i n g p a t t e r n s h a v e c h a n g e d s l i g h t l y w h e n c o m p a r e d w i t h t h o se o f t h e 2 0 0 0 C e n s u s . W h i l e t h e m ar g i n f o r e r r o r i n h e r e n t i n t he ACS is si g n i f i c a n t , i t i s l i k e l y t h a t w a l k i n g h a s g o n e d o w n s l i g h t l y o r i s s t a t i s t i c a l l y s i m i l a r t o t he y e a r 2 0 0 0 . A d e c r e a s e c o u l d b e due to a larger nu m b e r o f h o u s e h o l d s b e i n g c o n s t r uc t e d a t a g r e a t e r d i s t a n c e t o d e s t i n a t i o n s o v e r t h e i n t e r c e d i ng y e a r s . B i c y c l i n g h a s i n c r e a s ed slightly an d t r a n s i t u s e h a s f l u c t u a t e d b e t w e e n 1 . 3 t o 2 . 0 p e r c e n t o v e r th e p a s t s e v e r a l y e a r s w i t h i n t h e f i v e - y e a r A C S a v e r a g e s . O v e r a ll, active forms of t r a n s p o r t a t i o n h a v e s e e n a s l i g h t i n c r e a s e o v e r t h e p a s t 1 5 ye a r s . Fi g u r e 2 . 1 4 c o m p a r e s t h e y e a r 2 0 0 0 m o d e s h a r e s a g a i n s t t h e A C S y e a r s 20 1 0 - 2 0 1 4 s h a r e s . Fi g u r e 2 . 1 4 : C o m m u t e M o d e S h a r e C h a n g e s f r o m Y e a r 2 0 0 0 It i s i n t e r e s t i n g t o c o m p a r e c o m m u t e m o d e s h a r e f r o m B o z e m a n w i th o t h e r p e e r c i t i e s . E a c h o f t h e c i t i e s d e p i c t e d i n Figure 2.15 are co l l e g e t o w n s i n a n o r t h e r n c l i m at e . D a v i s , C a l i f o r n i a w a s i n c l ud e d a s a s i m i l a r c i t y t h a t h a s i nv e s t e d h e a v i l y i n a c t i v e t r a n sportation since the 19 6 0 s . 4. 3 % 5. 5 % 0. 0 % 2. 0 % 4. 0 % 6. 0 % 8. 0 % 10 . 0 % 12 . 0 % 20 0 0 0. 3 % 1.3% 0. 0 % 2. 0 % 4. 0 % 6. 0 % 8. 0 % 10 . 0 % 12 . 0 % 20 0 0 2 0 1 0 ‐ 2 0 1 4 20 1 0 ‐ 2 0 1 4 20 1 0 ‐ 2 0 1 4 10 . 7 % 9. 5 % 0. 0 % 2. 0 % 4. 0 % 6. 0 % 8. 0 % 10 . 0 % 12 . 0 % 20 0 0 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 34 FINAL Fi g u r e 2 . 1 5 : P e e r C i t i e s C o m m u t e M o d e S h a r e 2 . 2 . 2 . 2 N a t i o n a l H o u s e h o l d T r a v e l S u r v e y ( N H T S ) 2 0 0 9 D a t a Da t a f r o m t h e N a t i o n a l H o u s e h o l d T r a v e l S u r v e y ( N H T S ) p r o v i d e s mo d e s h a r e d a t a a g g r e g a t e d a t t h e n a t i o n a l l e v e l f o r a l l t r i p s and not just co m m u t e t o w o r k t r i p s . F o r e x a m p l e, N H T S i n d i c a t e s t h a t f o r e v e ry o n e b i k e t o w o r k t r i p , t h e r e ar e a n o t h e r 1 . 6 u t i l i t a r i a n b i k e trips (s h o p p i n g , p e r s o n a l t r i p s , t r a n s p o rt i n g o t h e r s , m e d i c a l o r d e n t al v i s i t s , m e a l s , o r o t h e r r e a s o ns ) , 0 . 5 b i k e t o s c h o o l t r i p s , and 4.8 social or re c r e a t i o n a l t r i p s . O v e r a l l b i k e t o w o r k t r i p s r e p r e s e n t o n l y a pp r o x i m a t e l y 7 . 5 p e r c e n t o f a l l bi k e t r i p s n a t i o n a l l y . I t s h o u l d be noted that ap p r o x i m a t e l y 4 1 p e r c e n t o f b i k e t ri p s c o u n t e d b y N H T S a r e r e t u rn h o m e t r i p s , i n d i c a t i n g m a n y b i c y c l i s t s p e r f o r m p a r t o f t h e i r round trip by ot h e r m e a n s . W h i l e i t i s l i k e l y t h a t t r a v e l p a t t e r n s i n B o z e m a n , p a r t i c u l a r l y r e c r e a t i o n a l b a s e d t r a v e l , d o n o t m a t c h t h e n a t i onal averages, it is ve r y l i k e l y t h a t t h e A C S c o m m u t e m o d e s h a r e n o t e d i n Ta b l e 2 . 2 u n d e r r e p r e s e n t s o v e r a l l m o d e s h a r e a n d t h e o v e r a l l l e v e l s o f walking and bi c y c l i n g i n B o z e m a n . 2 . 2 . 2 . 3 B o z e m a n B i k e C o u n t s Th e B o z e m a n B i c y c l e A d v i s o r y B oa r d ( B A B A B ) h a s o r g a n i z e d a n n u a l v o l u n t e e r b a s e d c o u n t s a t 1 5 l o ca t i o n s t h r o u g h o u t B o z e m a n d u r i ng the se c o n d w e e k o f S e p t e m b e r . T h i s h a s a l l o w e d a n n u a l c o m p a r i s o n s o f l o c a t i o n s , h o w e v e r , t h e w e a t h e r a n d a i r q u a l i t y c a n h a v e a p r ofound im p a c t o n t h e o b s e r v e d n u m b e r s . D u r i n g t h e 2 0 1 2 c o u n t f o r e x a m p le , B o z e m a n w a s e x p e r i e n c i n g p o o r a i r q u a l i t y d u e t o a r e a a n d r egional fi r e s a n d t h e c o u n t s w e r e l o w e r . I n 2 0 1 4 a n d 2 0 1 5 , t h e c o u n t w e ek o v e r l a p p e d w i t h s i g n i f i c a n t r a i n o n a l l t h r e e d a y s . N u m b e r s from these 5. 5 % 5. 7 % 4. 6 % 10 . 1 % 21 . 8 % 7. 7 % 6. 5 % 5.5% 9. 5 % 7. 6 % 14 . 7 % 10 . 1 % 3. 7 % 7. 6 % 3. 5 % 9.6% 1. 3 % 2. 6 % 10 . 4 % 8. 9 % 6. 1 % 4. 1 % 1. 4 % 8.9% 0%5% 10 % 15 % 20 % 25 % 30 % 35 % Bo z e m a n , M T M i s s o u l a , M T A n n A r b o r , M I B o u l d e r ,   C O D a v i s ,   C A E u g e n e , O R F t . C o l l i n s ,   C O M a d i s o n , W I Mo d e S h a r e   C o m p a r i s i o n ( A C S , 2 0 1 0 ‐ 2 0 1 4 ) BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 35 FINAL ef f o r t s y i e l d e d a p p r o x i m a t e l y 40 t o 6 0 p e r c e n t f e w e r b i c y c l i s t s c o u n t e d . D u e t o t h e l i m i t e d n u m be r o f d a y s , w e a t h e r v a r i a b i l i t y, and short co u n t p e r i o d , i t i s d i f f i c u l t t o ma k e c o n c l u s i o n s a b o u t o v e r a l l t r e n d s i n b i c y c l e u s e . S o m e o f t h e n u m b e r s , h o w e v e r , a r e i n t e r esting. For ex a m p l e , o n T u e s d a y , S e p t e m b e r 1 0 th , 2 0 1 3 v o l u n t e e r s c o u n t e d 2 , 5 0 0 b i cy c l i s t s f r o m 5 : 0 0 t o 7 : 0 0 P M a c r o s s t h e 1 5 c o u n t l o c a t i o n s . W h e n co n s i d e r i n g t h e m a n y o t h e r l o c a t i o n s t h r o u g h o u t B o z e m a n t h a t w e re n o t c o u n t e d , i t s t a n d s t o r e a so n t h a t m a n y t h o u s a n d s o f b i c y cle trips we r e t a k e n t h a t d a y . O n e r e l a t i o n s h i p t h a t c a n b e v i s u a l i z e d i s t h e i m p a c t g o o d o r b a d w e a t h e r h a s o n b i c y c l i n g i n B o z e m a n . C u rrent we a t h e r w a s r e c o r d e d f o r e a c h c o u n t d a y . T h e s e t e m p e r a t u r e d a t a a r e p l o t t e d a g a i n s t t h e n u m b e r o f b i c y c l i s t s c o u n t e d ( i n c l u d i n g some in t e r p o l a t i o n f o r m i s s i n g d a t a ) i n Fi g u r e 2 . 1 6 . T h e w e a t h e r i s n o t e d i n t h e d a ta p o i n t s t o s h o w t h a t l o w t e m p er a t u r e s a n d r a i n d e p r e s s co u n t n u m b e r s w h i l e w a r m e r t e m p e r at u r e s i n c r e a s e t h e s e n u m b e r s . S i g n i f i c a n t w i n d s e e m s t o p o t e n t i a l l y h a v e t h e a b i l i t y t o a l s o impact co u n t n u m b e r s . S m o k e f r o m l o c a l f ir e s h a d o n l y a m i n o r i m p a c t o n c o u n t s a s c o m p a r e d t o s i m i l a r t e m p e r a t u r e d a y s . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 36 FINAL Fi g u r e 2 . 1 6 : A n n u a l B o z e m a n B i k e C o u n t s ( 2 0 1 1 - 2 0 1 5 ) 2 . 2 . 2 . 4 S e a s o n a l V a r i a t i o n Cl i m a t e s l i k e B o z e m a n e x p e r i e n c e v a r i a b l e s e a s o n a l c o n d i t i o n s c ha r a c t e r i z e d b y l o n g w i n t e r a n d s ho u l d e r s e a s o n s a n d a s h o r t s u mmer. Da t a f r o m c i t i e s i n s i m i l a r c l i m at e s s h o w s i g n i f i c a n t d i f f e r e n c es i n w a l k i n g a n d b i c y c l i n g r a t e s t h r o u g h o u t t h e y e a r . Fi g u r e 2 . 1 7 shows data ta k e n i n M i s s o u l a i n 2 0 1 5 w i t h a c o n t i n u o u s a u t o m a t i c c o u n t e r n ea r t h e U n i v e r s i t y o f M o n t a n a . B i c y c l i n g r a t e s p e a k s h a r p l y f r o m June th r o u g h S e p t e m b e r b e f o r e d r o p p i n g o f f i n t h e w i n t e r m o n t h s . W a l ki n g r a t e s a r e m o r e c o n s i s t e n t o ve r t h e y e a r i n d i c a t i n g l e s s s e nsitivity to co l d a n d s n o w c o n d i t i o n s t h a n b i c y c l i n g . 0 50 0 10 0 0 15 0 0 20 0 0 N u m b e r   o f   B i c y c l i s t s   C o u n t e d   F r o m   4 ‐ 6 p m 25 0 0 30 0 0 40 ° 4 5 ° 5 0 ° 5 5 ° 6 0 ° 6 5 ° 7 0 ° 7 5 ° 8 0 ° 8 5 ° Weather Rainy Cloudy Smokey Sunny Windy LO W   T E M P (R A I N ) MI D   T E M P (N O   R A I N ) HI G H E R   T E M P (B E S T   W E A T H E R ) Weather On Coun t Days Rainy Cloudy Sun &Smoke Sun &WindySunny Cloudy &Windy BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 37 FINAL Fi g u r e 2 . 1 7 : S e a s o n a l V a r i a t i o n s i n W a l k i n g a n d B i c y c l i n g ( M i s s ou l a – 2 0 1 5 ) Tr a f f i c c o u n t s c o n d u c t e d a s p a r t of t h e d a t a c o l l e c t i o n p h a s e o f t h i s T M P i n c l u d e d p e d e s t r i a n a n d b i c y c l i s t s . W h i l e t h e s e d a t a are not co m p r e h e n s i v e o r c i t y - w i d e , t h e y d o p r o v i d e a s n a p s h o t o f m o d e sh a r e a t i n t e r s e c t i o n s a n d t h e v ar i a b i l i t y i n m o d e s h a r e a r o u n d the city. Mo d e s h a r e a t f o u r i n t e r s e c t i o n s i s p r e s e n t e d i n Fi g u r e 2 . 1 8 . Fi g u r e 2 . 1 8 : M o d e S h a r e a t S e l e c t I n t e r s e c t i o n s 7% 8% 9% 10 % 10 % 10 % 10 % 9% 11 % 9% 5%4% 2% 4% 7% 10 % 11 % 14 % 13 % 11 % 13 % 10 % 4%2% Ja n F e b M a r A p r M a y J u n J u l A u g S e p O c t N o v D e c 89 % 7% 5% Co l l e g e S t & 8 t h A v e 60% 34 % 7% 11 t h A v e & G r a n t S t 99 % 1% 0% Fe r g u s o n A v e & B a b c o c k S t 95 % 2% 3% 7t h A v e & K a g y BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 38 FINAL 2. 2 . 3 . In t e r s e c t i o n O p e r a t i o n s Ur b a n r o a d s y s t e m s a r e u l t i m a t e l y c o n t r o l l e d b y t h e e f f i c i e n c y of t h e m a j o r i n t e r s e c t i o n . H i g h am o u n t s o f v e h i c l e d e l a y a t m a j or in t e r s e c t i o n s d i r e c t l y r e d u c e s t he n u m b e r o f v e h i c l e s t h a t c a n be a c c o m m o d a t e d a l o n g t h e r o a d d u r i n g p e a k h o u r s . A s a r e s u l t o f this st r o n g i m p a c t o n c o r r i d o r f u n c t i o n , i n t e r s e c t i o n i m p r o v e m e n t s c an b e a c o s t - e f f e c t i v e m e a n s o f i n c r e a s i n g a c o r r i d o r ’ s t r a f f i c volume ca p a c i t y . I n s o m e c i r c u m s t a n c e s , co r r i d o r e x p a n s i o n p r o j e c t s m a y b e a b l e t o b e d e l a y e d w i t h t a r ge t e d i n t e r s e c t i o n i m p r o v e m e n t s . Due to th e s i g n i f i c a n t p o r t i o n o f t o t a l e x p e n s e f o r r o a d c o n s t r u c t i o n pr o j e c t s u s e d f o r p r o j e c t d e s i g n , c o n s t r u c t i o n m o b i l i z a t i o n , a n d adjacent area re h a b i l i t a t i o n , a c a r e f u l a n a l y s i s m u s t b e m a d e o f t h e e x p e c t e d s e r v i c e l i f e f r o m i n t e r s e c t i o n i m p r o v e m e n t s . I f a d e q u a t e d e s i g n life can be ac h i e v e d w i t h o n l y i m p r o v e m e n t s to t h e i n t e r s e c t i o n s , t h e n a c o rr i d o r e x p a n s i o n m a y n o t b e t h e m os t e f f e c t i v e s o l u t i o n . W i t h t hat in mind, it i s i m p o r t a n t t o d e t e r m i n e h o w we l l t h e m a j o r i n t e r s e c t i o n s a re f u n c t i o n i n g b y e v a l u a t i n g t h e i r p e r f o r m a n c e . In t e r s e c t i o n p e r f o r m a n c e i s e v a l u a t e d i n t e r m s o f v e h i c l e d e l a y . T h e a m o u n t o f v e h i c l e d e l a y e x pe r i e n c e d a t a n i n t e r s e c t i o n c o rrelates to a me a s u r e c a l l e d l e v e l o f s e r v i c e (L O S ) . L O S i s u s e d a s a m e a n s f or i d e n t i f y i n g i n t e r s e c t i o n s t h a t a r e e x p e r i e n c i n g o p e r a t i o n a l difficulties, as we l l a s a m e a n s t o c o m p a r e m u l t i p le i n t e r s e c t i o n s . T h e L O S s c a l e r e p r e s e n t s t h e f u l l r a n g e o f o pe r a t i n g c o n d i t i o n s . T h e s c a l e is based on the ab i l i t y o f a n i n t e r s e c t i o n o r s t r ee t s e g m e n t t o a c c o m m o d a t e t h e a m o u n t o f t r a f f i c u s i n g t h e i n t e rs e c t i o n . T h e s c a l e r a n g e s f r o m “A” which in d i c a t e s l i t t l e , i f a n y , v e h i c l e de l a y , t o “ F ” w h i c h i n d i c a t e s s i g n i f i c a n t v e h i c l e d e l a y a n d t r a f f i c c o n g e s t i o n . Ta b l e 2 . 5 p o r t r a y s a g r a p h i c a l re p r e s e n t a t i o n o f L O S . Th e L O S a t 6 3 i n t e r s e c t i o n s w i t h i n t h e s t u d y a r e a w a s c a l c u l a t e d. D a t a w e r e c o l l e c t e d d u r i n g th e f a l l o f 2 0 1 5 a t 3 0 o f t h e 6 3 intersections (11 si g n a l i z e d a n d 1 9 u n s i g n a l i z e d l o c a t i o n s ) . E a c h i n t e r s e c t i o n w a s c o u n t e d d u r i n g t h e p e a k h o u r s , d e f i n e d a s 7 : 0 0 A M t o 9 : 0 0 A M and 4:00 PM to 6 : 0 0 P M . A d d i t i o n a l l y , p e a k h ou r t u r n i n g m o v e m e n t c o u n t s w e r e o b t a i n e d f r o m M D T f o r 1 5 s t u d y i n t e r s e c t i o n s ( 1 0 s i g n a l i z e d a nd 5 un s i g n a l i z e d l o c a t i o n s ) . D a t a a t t h e s e l o c a t i o n s w e r e c o l l e c t e d o n v a r i o u s d a t e s o v e r t h e p a s t fe w y e a r s . T h e r e m a i n i n g i n t e r s ection counts we r e p r o v i d e d b y v a r i o u s s o u r c e s a n d w e r e c o l l e c t e d a s p a r t o f re c e n t p l a n n i n g e f f o r t s . I n t e r s e c t io n s w h e r e p e a k h o u r t u r n i n g data were co l l e c t e d a r e p r e s e n t e d i n Fi g u r e 2 . 1 9 . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 39 FINAL Ta b l e 2 . 5 : I n t e r s e c t i o n L O S D e s c r i p t i o n s LO S De s c r i p t i o n Av e r a g e D e l a y p e r V e h . ( s e c ) Si g n a l i z e d Unsignalized Tr a f f i c m o v e s f r e e l y , l o w v o l u m es a c c o m p a n y t h e f r e e f l o w c o n d i ti o n . A t s i g n a l i z e d i n t e r s e c t i o n s , pr o g r e s s i o n i s e x t r e m e l y f a v o r a b l e , a n d m o s t v e h i c l e s a r r i v e d u ri n g t h e g r e e n p h a s e . M o s t v e h i c l e s d o no t s t o p a t a l l . A t u n s i g n a l i z e d i n t e r s e c t i o n s , n e a r l y a l l d r i v er s f i n d f r e e d o m o f o p e r a t i o n w i t h v e r y l i t t l e ti m e s p e n t w a i t i n g f o r a n a c c e p t a b l e g a p . V e r y s e l d o m i s t h e r e mo r e t h a n o n e v e h i c l e i n q u e u e . < 1 0 <10 Tr a f f i c m o v e s f a i r l y f r e e l y , v o l u m e s a r e s o m e w h a t l o w . A t s i g n a li z e d i n t e r s e c t i o n s , t h e r e i s g o o d pr o g r e s s i o n a n d / o r s h o r t c y c l e l e n g t h s . V e h i c l e s g e n e r a l l y c l e a r o n o n e g r e e n p h a s e . A t u n s i g n a l i z e d in t e r s e c t i o n s , s o m e d r i v e r s b e g i n t o c o n s i d e r t h e a v e r a g e c o n t r ol d e l a y a n i n c o n v e n i e n c e , b u t ac c e p t a b l e g a p s a r e s t i l l v e r y e a s y t o f i n d . O c c a s i o n a l l y t h e r e i s m o r e t h a n o n e v e h i c l e i n q u e u e . 10 t o 2 0 1 0 t o 1 5 Tr a f f i c m o v e s s m o o t h l y , v o l u m e s a r e b e g i n n i n g t o i n c r e a s e . A t s ig n a l i z e d i n t e r s e c t i o n s , h i g h e r d e l a y s ma y r e s u l t f r o m f a i r p r o g r e s s i o n a n d / o r l o n g e r c y c l e l e n g t h s . I nd i v i d u a l c y c l e f a i l u r e s m a y b e g i n t o ap p e a r a t t h i s l e v e l . T h e n u m b e r o f v e h i c l e s s t o p p i n g i s s i g n i f ic a n t , a l t h o u g h m a n y s t i l l p a s s t h r o u g h th e i n t e r s e c t i o n w i t h o u t s t o p p i n g . A t u n s i g n a l i z e d i n t e r s e c t i o n s, a v e r a g e c o n t r o l d e l a y b e c o m e s no t i c e a b l e t o m o s t d r i v e r s , e v e n t h o u g h a c c e p t a b l e g a p s a r e f o u nd o n a r e g u l a r b a s i s . I t i s n o t un c o m m o n f o r a n a r r i v i n g d r i v e r t o f i n d a s t a n d i n g q u e u e o f a t le a s t o n e a d d i t i o n a l v e h i c l e . 20 t o 3 5 15 to 25 Tr a f f i c a p p r o a c h i n g u n s t a b l e f l o w , t h e i n f l u e n c e o f c o n g e s t i o n be c o m e s m o r e n o t i c e a b l e . A t s i g n a l i z e d in t e r s e c t i o n s , l o n g e r d e l a y s m a y r e s u l t f r o m s o m e c o m b i n a t i o n o f u n f a v o r a b l e p r o g r e s s i o n , l o n g c y c l e le n g t h , o r h i g h v o l u m e / c a p a c i t y r a t i o s . M a n y v e h i c l e s s t o p , a n d t h e p r o p o r t i o n o f v e h i c l e s n o t st o p p i n g d e c l i n e s . I n d i v i d u a l c y c l e f a i l u r e s a r e n o t i c e a b l e . A t u n s i g n a l i z e d i n t e r s e c t i o n s , a v e r a g e co n t r o l d e l a y i s l o n g e n o u g h t o b e a n i r r i t a t i o n t o m o s t d r i v e r s. A c c e p t a b l e g a p s a r e h a r d t o f i n d be c a u s e t h e r e i s a s t a n d i n g q u e u e o f v e h i c l e s a l r e a d y w a i t i n g w he n t h e d r i v e r a r r i v e s 35 t o 5 0 2 5 t o 3 5 Un s t a b l e t r a f f i c f l o w , v o l u m e s a t o r n e a r c a p a c i t y . A t s i g n a l i z ed i n t e r s e c t i o n s , t h e h i g h d e l a y s g e n e r a l l y in d i c a t e p o o r p r o g r e s s i o n , l o n g c y c l e l e n g t h s , a n d h i g h v o l u m e / ca p a c i t y r a t i o s . I n d i v i d u a l c y c l e f a i l u r e s ar e f r e q u e n t o c c u r r e n c e s . A t u n s i g n a l i z e d i n t e r s e c t i o n s , d r i v e r s f i n d t h e l e n g t h o f t h e a v e r a g e c o n t r o l de l a y a p p r o a c h i n g i n t o l e r a b l e l e ve l s . A c c e p t a b l e g a p s a r e h a r d to f i n d b e c a u s e t h e r e i s a s t a n d i n g qu e u e o f v e h i c l e a l r e a d y w a i t i n g w h e n t h e d r i v e r a r r i v e s . 50 t o 8 0 35 to 50 Sa t u r a t i o n c o n d i t i o n , v o l u m e s a r e o v e r c a p a c i t y . T h i s i s c o n s i d er e d t o b e u n a c c e p t a b l e t o m o s t d r i v e r s . Th i s c o n d i t i o n o c c u r s w i t h o v e r s a t u r a t i o n . A t s i g n a l i z e d i n t e r s ec t i o n s , i t m a y o c c u r a t h i g h vo l u m e / c a p a c i t y r a t i o s w i t h m a n y i n d i v i d u a l c y c l e f a i l u r e s . P o o r p r o g r e s s i o n a n d l o n g c y c l e l e n g t h s ma y a l s o c o n t r i b u t e t o s u c h h i g h d e l a y v a l u e s . A t u n s i g n a l i z e d in t e r s e c t i o n s , d e l a y s a r e h i g h b e c a u s e ac c e p t a b l e g a p s a r e h a r d t o f i n d . A c c e p t a b l e g a p s a r e h a r d t o f in d b e c a u s e t h e r e i s a s t a n d i n g q u e u e of v e h i c l e s a l r e a d y w a i t i n g w h e n t h e d r i v e r a r r i v e s . > 8 0 > 5 0 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 40 FINAL Fi g u r e 2 . 1 9 : I n t e r s e c t i o n C o u n t L o c a t i o n s 90 90 19 1 84 85 86 41 1 34 5 20 5 34 5 23 5 19 1 19 1 H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S CH URCH AVE S 1 9 T H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E G A L L A T I N R D H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E J A C K R A B B I T L N MA I N S T D U R S T O N R D C O T T O N W O O D R D D A V I S L N B A B C O C K S T B A X T E R L N O A K S T G A R F I E L D S T P A T T E R S O N R D F O W L E R L N G O O C H H I L L R D B L A C K W O O D R D S O U R D O U G H R D G O L D E N S T E I N L N S 3 R D A V E S T U C K Y R D F E R G U S O N A V E F O W L E R A V E 2 7 T H S T B E A R C A N Y O N R D L O V E L N H A R P E R P U C K E T T R D G R A F S T N A S H R D BOZEMAN TRAIL T A Y A B E S H O C K U P R D F R O N T A G E R D F O R T E L L I S R D G R A F S T C A T M O U N T S T N E L S O N R D M C I L H A T T A N R D M A N L E Y R D S T O R Y M I L L R D 28 19 44 30 27 26 25 29 24 43 42 403837 36 39 41 35 34 33 32 31 11 13 16 18 20 17 22 21 15 09 08 02 01 0705 03 04 12 23 06 10 14 48 47 48 53 52 51 50 49 54 60 59 58 56 57 61 55 62 63 45 Intersection Count Locations 012 ½Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Unsignalized (MDT)33Signalized (MDT)33Unsignalized (MSU)26Signalized (MSU)26Signalized10 Source: City of Bozeman, MDT, RPASignalized (Other)48 Unsignalized (Other)48Unsignalized10Bozeman City LimitsStudy Area Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 41 FINAL 2 . 2 . 3 . 1 S i g n a l i z e d I n t e r s e c t i o n s Fo r s i g n a l i z e d i n t e r s e c t i o n s , t h e L O S i s b a s e d o n t h e a v e r a g e s to p p e d d e l a y p e r v e h i c l e . T h e r e l at i o n s h i p b e t w e e n L O S a n d a v e r age stopped de l a y p e r v e h i c l e w a s p r ev i o u s l y i d e n t i f i e d i n Ta b l e 2 . 5 . T h e p r o c e d u r e s u s e d t o e v a l u a t e s i g n a l i z e d i n t e r s e c t i o n s u s e detailed information on g e o m e t r y , l a n e u s e , s i g n a l t i m in g , p e a k h o u r v o l u m e s , a r r i v a l t y p e s , a n d o t h e r p a r a m e t e r s . A n i n t e r s e c t i o n i s d e t e r m i n e d t o be fu n c t i o n i n g a d e q u a t e l y i f i t i s o p e r a t i n g a t L O S C o r b e t t e r . Ta b l e 2 . 6 p r e s e n t s t h e L O S a n d a v e r a g e v e h ic l e d e l a y f o r t h e s i g n a l i z e d in t e r s e c t i o n s d u r i n g t h e A M a n d P M p e a k h o u r s . T h e e x i s t i n g i n t er s e c t i o n L O S i s s h o w n i n Fi g u r e 2 . 2 0 . D e t a i l e d r e s u l t s f o r i n d i v i d u a l tu r n i n g m o v e m e n t s a r e p r o v i d e d i n Ap p e n d i x A . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 42 FINAL Ta b l e 2 . 6 : E x i s t i n g S i g n a l i z e d I n t e r s e c t i o n L e v e l o f S e r v i c e ID In t e r s e c t i o n AM P e a k H o u r PM P e a k H o u r De l a y ( s e c ) LO S De l a y ( s e c ) LOS 03 Fe r g u s o n A v e n u e a n d H u f f i n e L a n e 15 . 4 B 13 . 6 B 04 Fo w l e r A v e n u e a n d H u f f i ne L a n e 2 5 . 8 C 2 6 . 5 C 05 19 th A v e n u e a n d G a r f i e l d S t r e e t 13 . 0 B 12 . 6 B 06 19 th A v e n u e a n d S t u c k y R o a d 1 2 . 2 B 1 2 . 6 B 08 7 th A v e n u e a n d G r i f f i n D r i v e 13 . 4 B 24 . 9 C 10 Ro u s e A v e n u e a n d G r i f f i n D r i v e 1 2 . 9 B 1 3 . 7 B 14 Wi l l s o n A v e n u e a n d M e n d e n h a l l S t r e e t 13 . 5 B 18 . 0 B 15 Wi l l s o n A v e n u e a n d B a b c o c k S t r e e t 1 1 . 9 B 1 2 . 5 B 16 Br o a d w a y A v e n u e a n d M a i n S t r e e t 7. 8 A 9. 7 A 17 Hi g h l a n d B o u l e v a r d a n d M ai n S t r e e t 1 4 . 1 B 3 6 . 7 D 27 11 th A v e n u e a n d K a g y B o u l e v a r d 22 . 6 C 28 . 5 C 35 19 th A v e n u e a n d I - 9 0 W B R a m p 1 2 . 7 B 1 5 . 5 B 36 19 th A v e n u e a n d T s c h a c h e W a y 27 . 5 C 14 . 5 B 37 19 th A v e n u e a n d O a k S t r e e t 2 7 . 6 C 2 4 . 5 C 38 19 th A v e n u e a n d D u r s t o n R o a d 20 . 8 C 27 . 6 C 39 7 th A v e n u e a n d D u r s t o n R o a d / P e a c h S t r e e t 2 8 . 1 C 3 2 . 7 C 40 19 th A v e n u e a n d M a i n S t r e e t 44 . 6 D 53 . 2 D 41 7 th A v e n u e a n d M a i n S t r e e t 1 4 . 4 B 1 2 . 7 B 42 19 th A v e n u e a n d B a b c o c k S t r e e t Da t a U n a v a i l a b l e 23 . 4 C 43 19 th A v e n u e a n d K o c h S t r e e t 9 . 6 A 1 0 . 4 B 44 19 th A v e n u e a n d C o l l e g e S t r e e t 20 . 5 C 20 . 8 C 50 Co t t o n w o o d R o a d a n d D u r s t o n R o a d 1 9 . 4 B 1 8 . 7 B 55 19 th A v e n u e a n d B a x t e r L a n e 24 . 0 C 24 . 5 C 57 7 th A v e n u e a n d O a k S t r e e t 2 1 . 9 C 4 4 . 6 D 58 15 th A v e n u e a n d O a k S t r e e t 18 . 1 B 16 . 9 B 61 Ro u s e A v e n u e a n d O a k S t r e e t 1 4 . 5 B 1 3 . 2 B 62 19 th A v e n u e a n d K a g y B o u l e v a r d 14 . 8 B 18 . 5 B 63 Wi l l s o n A v e n u e / 3 rd A v e n u e a n d K a g y B o u l e v a r d 27 . 0 C 24 . 7 C BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 43 FINAL 2 . 2 . 3 . 2 U n s i g n a l i z e d i n t e r s e c t i o n s LO S f o r t w o - w a y s t o p ( T W S ) c o n t r o l l e d i n t e r s e c t i o n s a r e b a s e d o n t h e d e l a y e x p e r i e n c e d b y e a c h mo v e m e n t i n d i v i d u a l l y w i t h i n t h e in t e r s e c t i o n s , r a t h e r t h a n o n t h e a v e r a g e s t o p p e d d e l a y p e r v e h ic l e a t t h e i n t e r s e c t i o n . T h i s d if f e r e n c e f r o m t h e m e t h o d u s e d for signalized in t e r s e c t i o n s i s n e c e s s a r y s i n c e t h e o p e r a t i n g c h a r a c t e r i s t i c s of s t o p - c o n t r o l l e d i n t e r s e c t i o n a r e s u b s t a n t i a l l y d i f f e r e n t . D r iver expectation an d p e r c e p t i o n s a r e e n t i r e l y d i f f e re n t . F o r t w o - w a y s t o p - c o n t r o ll e d i n t e r s e c t i o n s , t h e t h r o u g h t r a f f i c o n t h e m a j o r ( u n c o n t r o l led) street ex p e r i e n c e s n o d e l a y a t t h e i n t e rs e c t i o n . C o n v e r s e l y , v e h i c l e s tu r n i n g l e f t f r o m t h e m i n o r s t r ee t e x p e r i e n c e m o r e d e l a y t h a n o ther mo v e m e n t s a n d a t t i m e c a n e x p e r i e n ce s i g n i f i c a n t d e l a y . V e h i c l e s o n t h e m i n o r s t r e e t w h i c h a r e t u r n i n g r i g h t o r g o i n g a c r o s s t he major st r e e t e x p e r i e n c e l e s s d e l a y t h a n t h o s e t u r n i n g l e f t f r o m t h e s am e a p p r o a c h . D u e t o t h i s s i t u a t i o n , t h e L O S i s b a s e d o n t h e a v erage delay in c u r r e d a t t h e w o r s t p e r f o r m i n g m o v e m e n t . Fo r a l l - w a y s t o p ( A W S ) a n d r o u n d ab o u t c o n t r o l l e d i n t e r s e c t i o n s , L O S i s b a s e d o n a v e r a g e v e h i c l e d e l a y e x p e r i e n c e d a t t h e i n t e r section. This me t h o d o l o g y i s s i m i l a r t o t h a t o f si g n a l i z e d i n t e r s e c t i o n s . T h e r e s u l t s o f t h e L O S a n a l y s i s f o r t h e u n s i g n a l i z e d i n t e r s e c t i o n s are presented in Ta b l e 2 . 7 . T h e e x i s t i n g i n t e r s e c t i o n L O S i s s h o w n i n Fi g u r e s 2 . 2 0 . D e t a i l e d r e s u l t s f o r i n d i v i d u a l t u r n i n g m o v e m e n t s a r e p r o v i d e d in Ap p e n d i x A . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 44 FINAL Ta b l e 2 . 7 : U n s i g n a l i z e d I n t e r s e c t i o n L e v e l o f S e r v i c e ID In t e r s e c t i o n Tr a f f i c Co n t r o l AM P e a k H o u r PM P e a k H o u r De l a y ( s e c ) LO S De l a y ( s e c ) LOS 01 Fe r g u s o n A v e n u e a n d B a b c o c k S t r e e t TW S 50 . 6 F 67 . 4 F 02 Fo w l e r A v e n u e a n d B a b c o c k S t r e e t T W S 2 0 . 5 C 4 5 . 0 E 07 19 th A v e n u e a n d G o l d e n s t e i n L a n e TW S 21 . 4 C 18 . 1 C 09 Ma n e l y R o a d a n d G r i f f i n D r i v e T W S 2 8 . 3 D 20 . 3 C 11 St o r y M i l l R o a d a n d B r i d g e r D r i v e TW S 17 . 6 C 18 . 0 C 12 Wi l l s o n A v e n u e a n d P e a c h S t r e e t T W S 1 4 . 5 B 1 8 . 9 C 13 Ro u s e A v e n u e a n d P e a c h S t r e e t TW S 81 . 0 F 74 . 4 F 18 Ha g g e r t y L a n e a n d M a i n S t r e e t T W S 7 8 . 9 F 51 9 . 4 F 19 Wi l l s o n A v e n u e a n d C o l l e g e S t r e e t TW S 45 . 4 E 56 . 1 F 20 Hi g h l a n d B o u l e v a r d a n d E l l i s S t r e e t T W S 3 5 . 1 E 93 . 0 F 21 So u r d o u g h R o a d a n d K a g y B o u l e v a r d TW S 78 . 2 F 10 3 . 4 F 22 Hi g h l a n d B o u l e v a r d a n d K a g y B o u l e v a r d T W S 7 2 . 7 F 59 . 8 F 23 Wa g o n W h e e l R o a d a n d 3 rd A v e n u e AW S 15 . 3 C 9. 1 A 24 11 th A v e n u e a n d C o l l e g e S t r e e t R o u n d a b o u t 8 . 3 A 1 4 . 8 B 25 11 th A v e n u e a n d G r a n t S t r e e t AW S 10 . 6 B 15 . 8 C 26 11 th A v e n u e a n d L i n c o l n S t r e e t A W S 1 1 . 2 B 1 4 . 4 B 28 8 th A v e n u e a n d C o l l e g e S t r e e t AW S 12 . 9 B 17 . 9 C 29 7 th A v e n u e a n d G r a n t S t r e e t A W S 9 . 2 A 1 0 . 3 B 30 7 th A v e n u e a n d K a g y B o u l e v a r d TW S 87 . 2 F 71 . 1 F 31 Va l l e y C e n t e r S p u r a n d F r o n t a g e R o a d T W S 1 5 . 9 C 2 5 . 0 C 32 Va l l e y C e n t e r S p u r a n d V a l l e y C e n t e r R o a d TW S 18 . 8 C 19 . 7 C 33 Ne l s o n R o a d a n d F r o n t a g e R o a d T W S 1 9 . 4 C 1 9 . 7 C 34 19 th A v e n u e a n d I - 9 0 E B R a m p TW S 41 . 5 E 91 . 8 F 45 19 th Av e n u e a n d G r a f S t r e e t T W S 1 7 . 4 C 1 6 . 1 C 46 Ha r p e r P u c k e t t R o a d a n d B a x t e r L a n e TW S 11 . 0 B 11 . 2 B 47 Fl a n d e r s M i l l R o a d a n d B a x te r L a n e T W S 1 3 . 7 B 1 6 . 0 C 48 Da v i s L a n e a n d B a x t e r L a n e AW S 54 . 6 F 32 . 8 D 49 La u r e l P a r k w a y a n d D u r s t on R o a d A W S 1 0 . 6 B 1 1 . 2 B 51 Fl a n d e r s M i l l R o a d a n d D u r s t o n R o a d TW S 26 . 3 D 34 . 8 D 52 Fe r g u s o n A v e n u e a n d D u r s t o n R o a d AW S 17 . 9 C 25 . 4 D 53 Fo w l e r A v e n u e a n d D u r s t o n R o a d TW S 14 . 6 B 16 . 8 C 54 Co t t o n w o o d R o a d a n d B a b c o c k S t r e e t TW S 17 . 0 C 23 . 9 C 56 7 th A v e n u e a n d B a x t e r L a n e TW S 25 . 4 D 23 . 5 C 59 27 th A v e n u e a n d O a k S t r e e t TW S 25 . 9 D 34 . 1 D 60 Da v i s S t r e e t a n d O a k S t r e e t TW S 46 . 6 E 26 . 5 D BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 45 FINAL Fi g u r e 2 . 2 0 : E x i s t i n g I n t e r s e c t i o n L e v e l o f S e r v i c e 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N B B B B B B B B B B B B B B C B B B C C B B C C C C C C D D C C C C D C B B B B C C F F C E C C D C C C B C F F E F E F F F F F B C B C A B F F C C C C C C E F C C B C F D B C D D C D B C C C D C D D E D F F B B D B C A A B C C C * B B B B B A B C A A Existing Level of Service 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPASignalized Intersections Unsignalized Intersections AM PMAM PM Level of Service AB CD EF *Data unavailableStudy Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 46 FINAL 2. 2 . 4 . Bi c y c l e O p e r a t i o n s Ve h i c u l a r L O S h a s b e e n a s t a n d a r d m e t r i c t o e v a l u a t e t r a n s p o r t a ti o n n e t w o r k s f o r d e c a d e s . T r a n s po r t a t i o n p r o f e s s i o n a l s h a v e s t ruggled ov e r t h e y e a r s t o d e v e l o p a c o m p a r a b l e m e a n s o f e v a l u a t i o n f o r pe d e s t r i a n s a n d b i c y c l i s t s . F o r th e s e m o d e s , i t i s t h e q u a l i t a t ive metrics, or ho w a s t r e e t f e e l s t h a t m a y d e t e r mi n e h o w i t p e r f o r m s . A s s h o w n p r e v i o u s l y i n Fi g u r e 2 . 1 3 , l e v e l s o f w a l k a n d b i c yc l e c o m m u t i n g v a r i e s ar o u n d B o z e m a n . P a r t i c u l a r l y n o t a b l e i s t h e a r e a o f B o z e m a n n o r th o f H u f f i n e L a n e a n d w e s t o f 1 9 th A v e n u e . D e s p i t e b e i n g w i t h i n a ge n e r a l l y c o m f o r t a b l e d i s t a n c e f o r b i c y c l i n g , t h e b i k e t o w o r k ra t e i n t h i s a r e a i s 0 . 5 p e r c e nt ( l e s s t h a n t h e n a t i o n a l a v e r a g e of 0.6 percent). On e e x p l a n a t i o n f o r t h i s d i s p a r i ty w i t h o t h e r p a r t s o f B o z e m a n ma y b e f o u n d b y e x a m i n i n g h o w t h e s t r e e t s f e e l t o m a n y o f t h e r esidents. On e t o o l t o a n a l y z e t h e l e v e l o f t r a f f i c s t r e s s h a s b e e n o u t l i n ed i n t h e Mi n e t a T r a n s p o r t a t i o n I n s t i t u t e R e p o r t 1 1 - 1 9 4 . A l e v e l o f t r a f f i c s t r e s s (L T S ) f o r b i c y c l i s t s i s d e t e r m i n e d b a s e d o n f a c t o r s i n c l u d i n g p os t e d s p e e d l i m i t , s t r e e t w i d t h , a n d t h e p r e s e n c e a n d c h a r a c t e r of bicycles la n e s . T h e c o m b i n a t i o n s o f t h e s e cr i t e r i a s e p a r a t e s t h e b i c y c l e n e t w o r k i n t o o n e o f f o u r s c o r e s : LT S 1 : L o w - s t r e s s r o a d w a y s u i t a b l e f o r a l l a g e s a n d a b i l i t i e s , LT S 2 : R o a d w a y c o m f o r t a b l y r i d d e n b y t he m a i n s t r e a m a d u l t p o p u l a t i o n , LT S 3 : R o a d w a y r i d d e n b y t h e “ e n t h u s e d a n d c o n f i d e n t ” c y c l i s t s , a n d LT S 4 : R o a d w a y r i d d e n b y t h e “ s t r o ng a n d f e a r l e s s ” c y c l i s t s . In g e n e r a l , a s e p a r a t e d b i c y c l e f a c i l i t y w o u l d q u a l i f y a s a l o w -s t r e s s ( L T S 1 ) b i k e w a y , w h i l e a r o a d w a y s h a r e d w i t h m o t o r v e h i cle traffic op e r a t i n g a t h i g h s p e e d w o u l d r e c e i v e a h i g h e r s t r e s s s c o r e . T h e r e s u l t s o f t h e L T S a n a l y s i s h e l p i d e n t i f y e x i s t i n g a r e a s w i t h a high level of st r e s s a s w e l l a s f o c u s a r e a s f o r i m p r o v e m e n t . L o c a l s t r e e t s w i th l o w t r a f f i c a n d l o w v o l u m e c a n be q u i t e c o m f o r t a b l e t o m o s t bicyclists de s p i t e b e i n g a s h a r e d l a n e e n v ir o n m e n t . T h e L T S a n a l y s i s i s s p ec i f i c a l l y f o c u s e d o n t h e s t r e e t e n v i r o n m e n t . A d j a c e n t s h a r e d - u se offer a mo r e c o m f o r t a b l e f a c i l i t y t y p e t ha t i s n o t r e f l e c t e d i n t h e L T S s c o r e . T h e r e s u l t s o f t h e L TS a n a l y s i s a r e p r e s e n t e d i n Fi g u r e 2 . 2 1 . LT S p r o v i d e s a n i n t u i t i v e f r a m e w o r k t o d e s c r i b e t h e b e n e f i t s o f b i c y c l i n g i n f r a s t r u c t u r e a n d t o d e m o n s t r a t e t h a t s o m e r o a d w a y s may require mo r e i n t e r v e n t i o n t h a n ot h e r s t o p r o v i d e a t r u l y c o m f o r t a b l e e x pe r i e n c e . F o r e x a m p l e , t h e o n l y ti m e a s t a n d a r d b i k e l a n e i s c o nsidered an LT S 1 f a c i l i t y i s a s i x - f o o t w i d e f a c i l i t y o n a r o a d w a y w i t h a po s t e d s p e e d l i m i t o f 3 0 m i l e s p e r h o u r o r l o w e r . T h e b e s t L T S score achievable on a r o a d w a y w i t h f o u r o r m o r e t ra v e l l a n e s w i t h o u t i n s t a l l i n g a s e p a r a t e d b i k e l a n e i s L T S 3 . N ew e r a r e a s o f B o z e m a n t y p i c a l l y are su r r o u n d e d b y w i d e r a n d f a s t e r r o ad w a y s . N i n e t e e n t h A v e n u e a n d Hu f f i n e L a n e e s s e n t i a l l y c r e a t e a ba r r i e r a r o u n d V a l l e y W e s t t h at di s c o u r a g e s m a n y p e o p l e f r o m c h o o s i n g t o t r a v e l b y b i c y c l e . I n c om p l e t e r o a d w a y s s u c h a s D u r s t o n R o a d , O a k S t r e e t , a n d B a x t e r L ane also cr e a t e i m p e d i m e n t s f o r m a n y r e s i d e n t s . 4 M i n e t a T r a n s p o r t a t i o n I n s t i t u t e , R e p o r t 1 1 - 1 9 , L o w - s t r e s s B i c y cl i n g a n d N e t w o r k C o nn e c t i v i t y , M a y 2 0 1 2 ht t p : / / t r a n s w e b . s j s u . e d u / P D F s /r e s e a r c h / 1 0 0 5 - l o w - s t r e s s - b i c y c l i n g- n e t w o r k - c o n n e c t i v i t y . p d f BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 47 FINAL Fi g u r e 2 . 2 1 : B i c y c l e L e v e l o f T r a f f i c S t r e s s 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y L N S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Bicycle Level of Traffic Stress 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Source: City of Bozeman, MDT, RPA, ALTALevel of Traffic StressRailroadStudy Area Bozeman City Limits Montana State University Existing TrailExisting Shared-Use Path 3: Intrepid Adult 4: Not Comfortable2: Average Adult1: All Ages and Abilities BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 48 FINAL 3. 0 . PR O J E C T E D T R A N S P O R T A T I O N S Y S T E M An a n a l y s i s o f t h e p r o j e c t e d t r a n s po r t a t i o n s y s t e m w a s p e r f o r m e d t o e s t i m a t e h o w t r a f f i c p a t t e rn s a n d c h a r a c t e r i s t i c s m a y c h a n ge from the ex i s t i n g c o n d i t i o n s . T h e i n p u t s fo r t h i s a n a l y s i s i n c l u d e t h e e xi s t i n g c o n d i t i o n s a n d p o t e n t i a l g r o w t h i n h o u s i n g a n d j o b s o u t to the year 20 4 0 . P r o v i d e d i n t h i s s e c t i o n i s a d e s c r i p t i o n o f t h e t r a f f i c mo d e l i n g e f f o r t t h a t w a s c o n d u c t e d t o p r o j e c t t h e p o t e n t i a l f u t ure travel co n d i t i o n s . U s i n g t h e r e s u l t s o f t h e t r a f f i c m o d e l , i t i s p o s s i bl e t o i d e n t i f y f u t u r e c a p a c i t y co n s t r a i n t s a n d o t h e r a r e a s o f concern. 3. 1 . T RA V E L D EM A N D M OD E L D EV E L O P M E N T A t r a v e l d e m a n d m o d e l w a s d e v e l o p e d b y M D T f o r G a l l a t i n C o u n t y . T h e m o d e l w a s d e v e l o p e d u s i n g Tr a n s C A D s o f t w a r e . T o r e f l e c t c u r r e n t co n d i t i o n s , t h e m o d e l u s e d a c o m b i n a t i o n o f C e n s u s B u r e a u , G e o R es u l t s , D e p a r t m e n t o f L a b o r a n d I n d u s t r y , a n d G a l l a t i n C o u n t y s tructure fi l e d a t a t o r e p r e s e n t t h e 2 0 1 4 so c i o e c o n o m i c b a s e l i n e m o d e l c o nd i t i o n s f o r u s e i n t h e t r a v e l d e m a n d m o d e l . A c o m p a r i s o n o f t h e model an d t h e t r u e e x i s t i n g c o n d i t i o n s w a s p e r f o r m e d t o v a l i d a t e t h e mo d e l . I f a n y d i s c r e p a n c i e s w e r e f ou n d , t h e m o d e l w a s “ c a l i b r a t ed” to better ma t c h e x i s t i n g c o n d i t i o n s . On c e v a l i d a t e d , t h e m o d e l w a s u s ed t o p r o j e c t c o n d i t i o n s f o r t h e y e a r 2 0 4 0 p l a n n i n g h o r i z o n . A d d i t i o n a l h o u s i n g a n d j o b s w e r e added to th e s y s t e m t o a n a l y z e t h e p r o j e c t e d t r a f f i c c o n d i t i o n s . C e n s u s bl o c k s a n d c e n s u s t r a c t s w e r e u s ed t o d i s t r i b u t e t h e p o p u l a t i o n and em p l o y m e n t g r o w t h t h a t w a s p r o j e ct e d t o o c c u r b e t w e e n 2 0 1 4 a n d 20 4 0 . I n a d d i t i o n , k n o w n r o a d w a y i n f r a s t r u c t u r e p r o j e c t s e x p e c t ed to be co n s t r u c t e d w i t h i n t h e n e x t f i v e y e a r s w e r e i n c l u d e d a s p a r t o f t h e p r o j e c t e d c o n d i t i o n s m o d e l . Ap p e n d i x B c o n t a i n s a l i s t a n d d e s c r i p t i o n of t h e k n o w n “ c o m m i t t e d ” p r o j e c t s . On e a s s u m p t i o n t h a t w a s b u i l t i nt o t h e m o d e l i s t h a t t r a f f i c c h ar a c t e r i s t i c s w i l l r e m a i n s i m i l a r to t h o s e t h a t a r e s e e n t o d a y . Many factors can in f l u e n c e t h i s a s s u m p t i o n , s u c h a f u e l p r i c e s , t e c h n o l o g i c a l a d va n c e s , a n d o t h e r u n k n o w n c i r c u m s t a n c e s . A n o t h e r a s s u m p t i o n o f the model is t h a t t h e s o c i o e c o n o m i c p r o j e c t io n s w i l l b e r e a l i z e d b y t h e y ea r 2 0 4 0 . U l t i m a t e l y , t h e p r o j e c t ed c o n d i t i o n s m o d e l w a s u s e d a s a planning to o l t o h e l p e v a l u a t e h o w t r a f f i c p a t t e r n s m i g h t b e a f f e c t e d b y a n t i c i p a t e d f u t u r e d e v e l o p m e n t . 3. 2 . P RO J E C T E D R OA D W A Y V OL U M E S A N D C AP A C I T Y Pr o j e c t e d t r a f f i c v o l u m e s w e r e e st i m a t e d u s i n g t h e t r a v e l d e m a n d m o d e l . A c o m p a r i s o n o f t h e e x i st i n g a n d p r o j e c t e d c o n d i t i o n s models wa s m a d e t o d e t e r m i n e t h e p e r c e n t c h a n g e i n t r a f f i c v o l u m e . T h e p e r c e n t c h a n g e w a s t h e n a p p l i e d t o k n o w n e x i s t i n g A A D T c o u n t s ites to re f l e c t p r o j e c t e d d a i l y t r a f f i c v o l u m e s . P r e s e n t e d i n Fi g u r e 3 . 1 a r e t h e r e s u l t i n g p r o j e c t e d d a il y t r a f f i c v o l u m e s w i t h i n t h e s tudy area. Si m i l a r l y , Fi g u r e 3 . 2 p r e s e n t s t h e p r o j e c t e d v / c r a t i o s . I t m u s t b e n o t e d t h a t t h e v ol u m e s s h o w n i n Fi g u r e 3 . 1 a n d t h e v / c r a t i o s s h o w n i n Fi g u r e 3 . 2 a r e b a s e d o n t h e “ e x i s t i n g p l u s c o m m i t t e d ” r o a d w a y n e t w o r k . I n o t h e r w o r d s , t h e s e a r e t h e p r o j e c t e d v o l u m e s a n d p r o j e c t e d v / c ra t i o s i f n o c h a n g e s t o t h e t r a n s p o r t a t i o n s y s t e m , o t h e r t h a n t ho s e c u r r e n t l y c o m m i t t e d to , a r e i m p l e m e n t e d . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 49 FINAL Fi g u r e 3 . 1 : P r o j e c t e d A v e r a g e A n n u a l D a i l y T r a f f i c 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N 9 , 3 6 1 2 2 ,3 4 4 7 ,7 4 1 5 ,3 3 8 9 ,4 0 7 3 9 ,8 7 8 4 , 9 0 3 3 0 ,0 4 3 1 5 ,2 6 9 1 9 ,7 9 6 9 , 3 4 9 1 2 ,9 8 9 1 0 ,5 0 3 4 ,5 2 7 1 7 ,6 4 4 8 ,4 3 5 7 ,9 0 9 6, 5 5 5 7 , 8 9 6 1 7 , 2 1 2 1 5 ,2 5 8 1 8 , 4 7 9 4 , 4 3 0 3, 9 1 7 1 0 , 3 8 3 1 4 , 3 1 8 1 3 , 6 3 2 9 ,0 5 1 1 2 ,5 3 0 1 0 , 8 2 4 1 1 , 4 0 0 1 1 , 1 8 9 2 8 , 6 1 6 18 , 3 1 4 3 0 , 4 2 4 1 ,7 3 3 1 5 ,5 5 2 1 1 ,8 1 8 1 3 ,6 4 9 6, 2 9 2 1 1 , 8 2 2 4 , 9 3 9 3 8 , 7 0 2 4 ,3 2 3 1 4 ,2 8 8 2 2 , 8 4 7 2 1 , 0 1 7 1 1 , 4 1 4 1 7 ,1 6 4 2 9 , 4 2 9 3 3 ,6 3 6 4, 6 0 5 3 6 ,7 3 6 3 1 ,8 4 4 3 9 ,9 9 2 8 , 3 7 1 1 9 ,2 9 2 4 0 , 5 0 2 7 , 2 5 1 1 3 ,3 3 2 3 0 ,9 9 6 1 9 ,5 8 5 8 , 0 2 3 41,2 83 2, 8 1 3 2 2 , 1 0 0 3,828 1 0 ,4 8 8 3 ,9 7 5 1 3 ,4 2 3 8 ,5 2 0 6 ,0 0 8 1 2 ,7 6 9 3 4 ,2 8 8 1 4 ,8 4 2 1 0 , 7 7 6 5 , 1 9 2 6, 6 3 6 8, 2 5 2 2 5 , 8 1 0 7 , 3 7 1 7 , 6 0 4 5,24 4 5 , 1 2 2 8 , 2 6 7 2 8 ,9 2 0 2 0 , 4 7 8 3 ,7 4 9 4 , 2 2 7 1 0 ,1 0 0 4 , 8 7 8 4 ,8 7 9 1 2 ,0 5 0 5 ,1 0 8 1 0 ,7 3 3 1 3 , 0 3 1 1 5 ,8 6 0 7 , 2 5 8 1 1 , 9 6 3 5 , 1 1 3 Projected Average Annual Daily Traffic 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*The functional classifications shown are contained in the 2007 LRTP and do not reflect the federally approved functional classification criteria. Network represents the existing plus committed network.Functional Class*Interstate Principal Arterial Minor Arterial CollectorStudy Area Bozeman City Limits Montana State University Projected 2040 Average Annual Daily Traffic**2,500 **2040 projected AADT volumes determined by applying a growth rate to existing AADT count locations.Traffic volumes determined through the traffic demand model were used in locations where current AADT counts do not exist.Projected 2040 Travel Demand Model Volume**2,500 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 50 FINAL Fi g u r e 3 . 2 : P r o j e c t e d V o l u m e t o C a p a c i t y R a t i o s 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO URD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N 0 . 8 1 0 . 7 8 0 .7 2 0 . 6 1 0 .7 0 0 .8 5 0. 3 3 0 . 4 3 0 .7 5 0 . 6 9 0 .9 0 0 . 9 0 0 . 6 2 0 . 6 4 0 .3 1 0 . 8 9 0. 7 6 0 . 9 5 0 . 3 5 0 .1 4 0 .6 6 0 .7 6 0. 5 2 0 . 6 6 0 .5 6 0 .3 6 0 .7 9 0 . 7 1 0 . 8 8 0 . 6 3 0 . 7 8 0 . 1 5 0 .9 2 0 .4 1 0. 3 8 1 .0 0 0 . 7 0 0 .3 3 0 .4 3 0 .6 0 0 .9 7 0 .4 6 0. 2 3 0 . 6 9 0 .8 8 0 .3 2 0 .5 8 0 . 6 0 0 .3 3 0 .7 5 0 .2 7 1 . 0 0 0 . 3 4 0 . 4 3 0 .5 0 0. 5 5 0 .6 5 0 .4 4 0 .7 8 0 .5 9 0 . 4 1 0. 6 9 0 .5 0 0 .4 4 0 .8 8 0 .3 8 0 .7 4 0 . 6 3 0 .6 6 0. 5 5 0 . 4 4 0 . 5 4 0 . 3 7 0.16 0 . 8 7 0 . 7 6 0 . 9 5 0 .4 9 0 . 4 1 0 .9 5 0 . 6 0 0 .7 4 0 . 6 7 0 . 4 3 1 . 2 1 1 . 2 7 1 . 0 9 1 .0 6 1 .2 7 1 .1 0 1 . 0 3 1 . 1 9 1 .0 4 1 .0 5 1 .0 0 1 .1 5 1 .2 5 1 .0 7 1 .0 9 1.2 9 Projected Volume to Capacity Ratios 0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPA*The functional classifications shown are contained in the 2007 LRTP and do not reflect the federally approved functional classification criteria. Network represents the existing plus committed network.Functional Class*Interstate Principal Arterial Minor Arterial CollectorStudy Area Bozeman City Limits Montana State University Volume to Capacity Ratio < 1.00 0.65 Volume to Capacity Ratio ≥ 1.00 1.15 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 51 FINAL 3. 3 . P RO J E C T E D I NT E R S E C T I O N L EV E L S O F S ER V I C E Pr o j e c t i o n s f o r i n t e r s e c t i o n t r a f f i c v o l u m e s w e r e m a d e f o r t h e 63 i n t e r s e c t i o n s a n a l y z e d p r e v i o u s l y i n Se c t i o n 2 . 2 . 3 . T h e s e p r o j e c t i o n s w e r e ba s e d o n t h e p e r c e n t g r o w t h r a t e s c a l c u l a t e d f r o m t h e t r a v e l d e ma n d m o d e l b e t w e e n t h e y e a r s 20 1 4 a n d 2 0 4 0 . T h e g r o w t h r a t e w a s de t e r m i n e d f o r e a c h i n t e r s e c t i o n a s a w h o l e . I n t e r s e c t i o n s t h a t a r e s c h e d u l e d f o r r e c o n f i g u r a t i o n o r r e c o n s t r u c t i o n , a s p e r t h e City’s Capital Im p r o v e m e n t P l a n ( C I P ) , w e r e c h a n g ed t o r e f l e c t t h e f u t u r e c o n f ig u r a t i o n o f t h e i n t e r s e c t i o n . N ot e t h a t c h a n g e s i n t r a v e l p a t t erns and vo l u m e s r e s u l t i n g f r o m n e w r o a d co n n e c t i o n s a n d r e v i s e d i n t e r s e ct i o n c o n f i g u r a t i o n s m a k e t r a f f i c v o l u m e p r e d i c t i o n s d i f f i c u l t , and in some ca s e s m a y n o t r e p r e s e n t t h e u l t i ma t e f u t u r e v o l u m e s t h a t m a y b e r e a l i z e d a t a g i v e n l o c a t i o n . Th e r e s u l t s o f t h i s a n a l y s i s a r e t a b u l a t e d i n Ta b l e s 3 . 1 a n d 3. 2 f o r s i g n a l i z e d a n d u n s i g n a l i z e d i nt e r s e c t i o n s , r e s p e c t i v e l y . I ntersections with up d a t e d c o n f i g u r a t i o n s a r e d e n o t ed w i t h b o l d i n t e r s e c t i o n n a m e s i n Ta b l e s 3 . 1 a n d 3. 2 . A g r a p h i c a l r e p r e s e n t a t i o n o f t h e L O S a n a l y s i s i s pr e s e n t e d i n Fi g u r e 3 . 3 . D e t a i l e d r e s u l t s f o r i n d i v i d u a l t u r n i n g m o v e m e n t s a r e p r o v i d e d i n Ap p e n d i x C . Ta b l e 3 . 1 : P r o j e c t e d S i g n a l i z e d I n t e r s e c t i o n L e v e l o f S e r v i c e ID In t e r s e c t i o n AM P e a k H o u r PM P e a k H o u r De l a y ( s e c ) LO S De l a y ( s e c ) LO S 03 Fe r g u s o n A v e n u e a n d H u f f i n e L a n e 20 . 6 C 27 . 7 C 04 Fo w l e r A v e n u e a n d H u f f i n e L a n e 2 3 . 3 C 4 3 . 5 D 05 19 th A v e n u e a n d G a r f i e l d S t r e e t 20 . 7 C 11 8 . 0 F 06 19 th A v e n u e a n d S t u c k y R o a d 3 1 . 4 C 2 7 . 8 C 08 7 th A v e n u e a n d G r i f f i n D r i v e 17 . 4 C 80 . 0 F 10 Ro u s e A v e n u e a n d G r i f f i n D r i v e 1 9 . 2 C 1 5 . 1 B 13 Ro u s e A v e n u e a n d P e a c h S t r e e t 22 . 0 C 20 . 6 C 14 Wi l l s o n A v e n u e a n d M e n d e n h a l l S t r e e t 14 . 2 B 18 . 3 B 15 Wi l l s o n A v e n u e a n d B a b c o c k S t r e e t 12 . 5 B 13 . 6 B 16 Br o a d w a y A v e n u e a n d M a i n S t r e e t 10 . 5 B 17 . 5 B 17 Hi g h l a n d B o u l e v a r d a n d M a i n S t r e e t 19 . 4 B 11 7 . 3 F 27 11 th A v e n u e a n d K a g y B o u l e v a r d 34 . 6 C 23 9 . 1 F 30 7 th A v e n u e a n d K a g y B o u l e v a r d 7. 9 A 10 . 7 B 34 19 th A v e n u e a n d I - 9 0 E B R a m p 44 . 4 D 22 8 . 9 F 35 19 th A v e n u e a n d I - 9 0 W B R a m p 21 . 2 C 69 . 4 F 36 19 th A v e n u e a n d T s c h a c h e W a y 16 . 9 B 31 . 8 C 37 19 th A v e n u e a n d O a k S t r e e t 31 . 9 C 82 . 8 F 38 19 th A v e n u e a n d D u r s t o n R o a d 27 . 4 C 54 . 0 D 39 7 th A v e n u e a n d D u r s t o n R o a d / P e a c h S t r e e t 38 . 3 D 52 . 7 D 40 19 th A v e n u e a n d M a i n S t r e e t 54 . 0 D 62 . 2 E 41 7 th A v e n u e a n d M a i n S t r e e t 14 . 3 B 19 . 7 B BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 52 FINAL ID In t e r s e c t i o n AM P e a k H o u r PM P e a k H o u r De l a y ( s e c ) LO S De l a y ( s e c ) LO S 42 19 th A v e n u e a n d B a b c o c k S t r e e t Da t a U n a v a i l a b l e 35 . 5 D 43 19 th A v e n u e a n d K o c h S t r e e t 12 . 7 B 16 . 3 B 44 19 th A v e n u e a n d C o l l e g e S t r e e t 30 . 1 C 37 . 8 D 45 19 th Av e n u e a n d G r a f S t r e e t 66 . 2 E 22 . 7 C 48 Da v i s L a n e a n d B a x t e r L a n e 18 . 2 B 14 . 2 B 49 La u r e l P a r k w a y a n d D u r s t o n R o a d 19 . 0 B 13 . 7 B 50 C o t t o n w o o d R o a d a n d D u r s t o n R o a d 89 . 5 F 70 . 2 E 54 Co t t o n w o o d R o a d a n d B a b c o c k S t r e e t 32 . 2 C 52 . 8 D 55 19 th A v e n u e a n d B a x t e r L a n e 7 1 . 7 E 69 . 9 E 57 7 th A v e n u e a n d O a k S t r e e t 27 . 5 C 39 . 7 D 58 15 th A v e n u e a n d O a k S t r e e t 1 6 . 6 B 2 2 . 5 C 59 27 th A v e n u e a n d O a k S t r e e t 42 7 . 4 F 32 1 . 4 F 61 Ro u s e A v e n u e a n d O a k S t r e e t 1 8 . 9 B 1 6 . 9 B 62 19 th A v e n u e a n d K a g y B o u l e v a r d 31 . 3 C 42 . 5 D 63 Wi l l s o n A v e n u e / 3 rd A v e n u e a n d K a g y B o u l ev a r d 2 8 . 8 C 3 0 . 3 C No t e : Bo l d i n t e r s e c t i o n n a m e s d e n o t e i n t e r s ec t i o n s w i t h f u t u r e c o n f i g u r a t i o n s . Ta b l e 3 . 2 : P r o j e c t e d U n s i g n a l i z e d I n t e r s e c t i o n L e v e l o f S e r v i c e ID In t e r s e c t i o n Tr a f f i c Co n t r o l AM P e a k H o u r PM P e a k H o u r De l a y ( s e c ) LO S De l a y ( s e c ) LOS 01 Fe r g u s o n A v e n u e a n d B a b c o c k S t r e e t TW S 14 4 . 1 F EC B F 02 Fo w l e r A v e n u e a n d B a b c o c k S t r e e t T W S 2 5 . 8 D 83 . 6 F 07 19 th A v e n u e a n d G o l d e n s t e i n L a n e TW S 33 . 8 D 28 . 6 D 09 Ma n e l y R o a d a n d G r i f f i n D r i v e T W S 3 3 6 . 6 F 67 . 5 F 11 St o r y M i l l R o a d a n d B r i d g e r D r i v e TW S 32 . 3 D 34 . 1 D 12 Wi l l s o n A v e n u e a n d P e a c h S t r e e t T W S 1 7 . 8 C 4 1 . 8 E 18 Ha g g e r t y L a n e a n d M a i n S t r e e t TW S 47 3 . 6 F 3, 1 3 1 . 6 F 19 Wi l l s o n A v e n u e a n d C o l l e g e S t r e e t TW S 56 . 6 F 10 5 . 4 F 20 Hi g h l a n d B o u l e v a r d a n d E l l i s S t r e e t TW S 83 . 8 F 2, 0 8 3 . 4 F 21 So u r d o u g h R o a d a n d K a g y B o u l e v a r d TW S 1, 4 2 7 . 8 F EC B F 22 Hi g h l a n d B o u l e v a r d a n d K a g y B o u l e v a r d TW S EC B F 1, 3 9 2 . 0 F 23 Wa g o n W h e e l R o a d a n d 3 rd A v e n u e AW S 10 . 8 B 9. 1 A 24 11 th A v e n u e a n d C o l l e g e S t r e e t Ro u n d a b o u t 11 . 1 B 85 . 9 F 25 11 th A v e n u e a n d G r a n t S t r e e t AW S 22 . 3 C 23 4 . 6 F 26 11 th A v e n u e a n d L i n c o l n S t r e e t AW S 30 . 1 D 10 3 . 2 F 28 8 th A v e n u e a n d C o l l e g e S t r e e t AW S 20 . 3 C 99 . 1 F BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 53 FINAL ID In t e r s e c t i o n Tr a f f i c Co n t r o l AM P e a k H o u r PM P e a k H o u r De l a y ( s e c ) LO S De l a y ( s e c ) LOS 29 7 th A v e n u e a n d G r a n t S t r e e t AW S 26 . 2 D 12 3 . 1 F 31 Va l l e y C e n t e r S p u r a n d F r o n t a g e R o a d T W S 1 3 . 1 B 2 0 . 4 C 32 Va l l e y C e n t e r S p u r a n d V a l l e y C e n t e r R o a d TW S 18 5 . 0 F 50 0 . 3 F 33 Ne l s o n R o a d a n d F r o n t a g e R o a d T W S 1 9 . 3 C 2 2 . 2 C 46 Ha r p e r P u c k e t t R o a d a n d B a x t e r L a n e Ro u n d a b o u t 14 . 3 B 38 . 9 E 47 Fl a n d e r s M i l l R o a d a n d B a x te r L a n e T W S 1 8 . 8 C 3 1 . 7 D 51 Fl a n d e r s M i l l R o a d a nd D u r s t o n R o a d Ro u n d a b o u t 14 . 0 B 1 6 . 2 C 52 Fe r g u s o n A v e n u e a n d D u r s t o n R o a d Ro u n d a b o u t 39 . 9 F 37 . 4 E 53 Fo w l e r A v e n u e a n d D u r s t o n R o a d T W S 3 0 . 0 D 43 . 7 E 56 7 th A v e n u e a n d B a x t e r L a n e TW S 14 3 . 5 F 20 6 . 3 F 60 D a v i s S t r e e t a n d O a k S t r e e t Ro u n d a b o u t 3 0 0 . 2 F 23 0 . 0 F No t e : Bo l d i n t e r s e c t i o n n a m e s d e n o t e i n t e r s ec t i o n s w i t h f u t u r e c o n f i g u r a t i o n s . * E C B – D e l a y e x c e e d s t h e c o m p u t a t i o n a l b o u n d s o f t h e s o f t w a r e . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 54 FINAL Fi g u r e 3 . 3 : P r o j e c t e d I n t e r s e c t i o n L e v e l o f S e r v i c e 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SO UR DO UG H RD T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y L N S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N B B F C C C F C B B F C F C F C D C D D E D D C E E D C C B D C C C F F D F D D F F D D C E F F F F F F F F F F C F C F D F B C F F C C C D B C F E D E F F F F B B F B B A B F D C D * B B C B B B F D B B E F D C F F B B D F B E C E B A B C C C C C B B Projected Level of Service 0½1 1 ½¼Miles BOZEMAN TM P TRANSPORTATION MASTER PLAN Map Legend Railroad Source: City of Bozeman, MDT, RPASignalized Intersections Unsignalized Intersections AM PMAM PM Level of Service AB CD EF * Data unavailableStudy Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 55 FINAL 3. 4 . A CT I V E T RA N S P O R T A T I O N B EN E F I T S Wi t h p e d e s t r i a n a n d b i c y c l e m o d e s h a r e s h i g h e r t h a n m o s t o f t h e o t h e r c o m m u n i t i e s i n t h e U n i t e d S t a t e s , B o z e m a n e n j o y s s u b s t a n tial be n e f i t s t h a t a r e d i r e c t l y a t t r i b ut a b l e t o t h e s e a c t i v e m o d e s . Th i s b e n e f i t s a n a l y s i s w a s c o n d u c t ed w i t h a c o m b i n a t i o n o f a v a i lable local data as w e l l a s d a t a c o l l e c t e d f r o m s i mi l a r p e e r c o m m u n i t i e s a n d n a t io n a l s o u r c e s o f d a t a s u c h a s t h e U S D O T T I G E R B C A R e s o u r c e G u i d e (2014), th e N a t i o n a l H o u s e h o l d T r a n s p o r t at i o n S u r v e y ( 2 0 0 9 ) , t h e N a t i o n al C e n t e r f o r S a f e R o u t e s t o S ch o o l t r a v e l d a t a ( 2 0 1 0 ) , t h e A m e rican Co m m u n i t y S u r v e y , a n d t h e A u t o m ob i l e A s s o c i a t i o n o f A m e r i c a . F o r B o z e m a n , t h e p e e r c o m m u n i t i e s o f C r e s t e d B u t t e , C O ; D u r a n g o , CO; As h l a n d , O R ; C o r v a l l i s , O R ; E u g e ne , O R ; a n d M a d i s o n , W I w e r e a n al y z e d . S e v e r a l t y p e s o f b e n e f i t s w e r e e v a l u a t e d i n c l u d i n g h e a l th, en v i r o n m e n t a l , a n d t r a n s p o r t a t i o n. T h e i m p a c t a n a l y s i s u s e s a s ta n d a r d m e t h o d o l o g y f o r c a l c u l a t i n g h e a l t h , e n v i r o n m e n t a l , a n d tr a n s p o r t a t i o n r e l a t e d b e n e f i t s . Al l p r o j e c t i o n s a r e b a s e d o n t he m o s t r e c e n t f i v e - y e a r e s t i m a t es f r o m t h e A C S , w h i c h a r e t h e n extrapolated th r o u g h t h e u s e o f v a r i o u s m u l t i pl i e r s d e r i v e d f r o m n a t i o n a l s t ud i e s a n d q u a n t i f i e d i n t e r m s o f mo n e t a r y v a l u e w h e r e a p p r o p r i a te. The es t i m a t e d m o n e t a r y v a l u e s a r e t h en c a l i b r a t e d t o b a s e l i n e v a l u e s a n d c o m p a r e d t o b i c y c l e a n d w a l k m o d e c o m m u t e s p l i t s o f p e e r cities. Th i s a n a l y s i s w a s b o l s t e r e d b y lo c a l e n r o l l m e n t n u m b e r s f o r t h e B o z e m a n U n i f i e d S c h o o l D i s t r i c t a n d M o n t a n a S t a t e U n i v e r s i t y . These fi g u r e s w e r e s i g n i f i c a n t l y d i f f e re n t t h a n w a s r e c o r d e d i n t h e A me r i c a n C o m m u n i t y S u r v e y . F u r t h e r , t h i s a n a l y s i s i s l i k e l y t o u nder represent th e e x i s t i n g l e v e l s o f w a l k i n g a n d b i c y c l i n g a s i t i s h e a v i l y i nf l u e n c e d b y t h e N a t i o n a l H o u s e h o ld T r a n s p o r t a t i o n S u r v e y . I t i s likely that the ty p i c a l B o z e m a n r e s i d e n t w a l k s an d b i c y c l e s m o r e t h a n t h e a v e r a ge A m e r i c a n . A l o c a l c o m p r e h e n s i ve t r a v e l s u r v e y w o u l d p r o v i d e better Bo z e m a n s p e c i f i c d a t a . Fu t u r e e s t i m a t e s w e r e d e r i v e d f r om a n e s t i m a t e o f f u t u r e m o d e s ha r e i n B o z e m a n b a s e d o n t h e p e e r c i t y a n a l y s i s . L o w , m i d , a n d high mode sh a r e g r o w t h s c e n a r i o s w e r e c o n si d e r e d f o r 2 0 4 0 , t h e p l a n n i n g h or i z o n o f t h i s T M P . B o z e m a n ’ s pr o j e c t e d p o p u l a t i o n a t 2 0 4 0 i s i ncluded in th i s a n a l y s i s . T h e e s t i m a t e s p r e s e n t e d i n Ta b l e 3 . 3 a r e n o t i n t e n d e d t o b e m o d e s h a r e t a r g e t s o r p o l i c y , b u t t h e y ar e u s e f u l i n q u a n t i f y i n g so m e o f t h e b e n e f i t o f c o n t i n u i n g B o z e m a n ’ s u p w a r d t r a j e c t o r y o f a c t i v e t r a n s p o r t a t i o n m o d e s h a r e . Ta b l e 3 . 3 : P r o j e c t e d M o d e S h a r e So u r c e Ex i s t i n g Pr o j e c t e d Lo w - G r o w t h Pr o j e c t e d Mi d - G r o w t h Projected High-Growth Bi k e ( % ) Wa l k ( % ) Bi k e ( % ) Wa l k ( % ) Bi k e ( % ) Wa l k ( % ) Bi k e ( % ) Walk (%) Es t . C o m m u t e M o d e S h a r e ( A C S ) 5. 8 9. 8 6. 3 9. 8 7. 7 10 . 4 11.4 12.0 Es t . O v e r a l l M o d e S h a r e f o r a l l T r i p Pu r p o s e s ( A C S + N H T S ) 8. 2 2 6 . 4 8 . 8 2 6 . 4 1 0 . 8 2 8 . 2 1 6 . 1 3 2 . 5 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 56 FINAL 3. 4 . 1 . He a l t h B e n e f i t s Bo z e m a n ’ s e x i s t i n g l e v e l s o f w a l k i n g a n d b i c y c l i n g e q u a t e t o a gr e a t d e a l o f p h y s i c a l a c t i v i t y . T h e B e n e f i t I m p a c t M o d e l q u a n t ifies the ex i s t i n g e s t i m a t e d h o u r o f p h y s i ca l a c t i v i t y a n d p r o j e c t e d i n c r ea s e s o f m o d e s h a r e . B e n e f i t s i n c l u d e i m p r o v e d c o m m u n i t y h e a l t h and re d u c e d h o u s e h o l d h e a l t h c a r e s p e n d i n g . T h e p r i m a r y i n p u t s i n t o th e h e a l t h c o m p o n e n t s o f t h e B e n ef i t I m p a c t M o d e l w e r e d e r i v e d from 20 0 9 t o 2 0 1 3 A C S j o u r n e y t o w o r k d a t a , 2 0 0 9 N H T S , a n d h i s t o r i c Sa f e R o u t e s t o S c h o o l d a t a . E x i s ti n g b i c y c l e a n d w a l k c o m m u t e d ata were mu l t i p l i e d b y n a t i o n a l t r i p p u r p o s e r a t i o s t o g e n e r a t e m o d e s p l it d a t a t h a t i n c l u d e a l l t r i p p u r p o s e s . T h e s e b a l a n c e d m o d e s p l it data were in d e x e d a g a i n s t t h e m o d e s p l i t d at a o f B o z e m a n ' s p e e r c i t i e s a n d m u l t i p l i e d b y v a r i o u s h e a l t h f a c t o r s . Ta b l e 3 . 4 t a b u l a t e s t h e e s t i m a t e d he a l t h b e n e f i t s . Ta b l e 3 . 4 : H e a l t h B e n e f i t E s t i m a t e Ty p e Ex i s t i n g Lo w - G r o w t h Mi d - G r o w t h High-Growth Bi k e Wa l k Bi k e Wa l k Bi k e Wa l k Bike Walk An n u a l T r i p s 4, 9 5 8 , 0 0 0 10 , 0 1 3 , 0 0 0 5, 3 4 1 , 0 0 0 10 , 0 1 3 , 0 0 0 6, 5 6 4 , 0 0 0 10 , 6 7 7 , 0 0 0 9,726,000 12,299,000 An n u a l M i l e s 11 , 2 3 3 , 0 0 0 7, 0 2 7 , 0 0 0 11 , 7 3 2 , 0 0 0 7, 0 2 7 , 0 0 0 13 , 3 2 6 , 0 0 0 7, 2 3 5 , 0 0 0 17 , 4 4 5 , 0 0 0 7,743,000 An n u a l H o u r s o f P h y s i c a l A c t i v i t y 1, 1 2 3 , 0 0 0 2, 3 4 2 , 0 0 0 1, 1 7 3 , 0 0 0 2, 3 4 2 , 0 0 0 1, 3 3 3 , 0 0 0 2, 4 1 2 , 0 0 0 1,745,000 2,581,000 Re c . P h y s i c a l A c t i vi t y M i n i m u m M e t 8, 6 3 8 18 , 0 1 5 9, 0 2 3 18 , 0 1 5 10 , 2 5 4 18 , 5 5 4 13,423 19,854 Re g i o n a l P h y s i c a l Ac t i v i t y N e e d M e t 22 . 6 % 47 . 2 % 23 . 6 % 47 . 2 % 26 . 8 % 48 . 6 % 35.1% 52.0% He a l t h c a r e C o s t S a v i n g s $2 9 1 , 0 0 0 $4 0 1 , 0 0 0 $3 1 3 , 0 0 0 $4 0 1 , 0 0 0 $3 8 5 , 0 0 0 $4 2 8 , 0 0 0 $571,000 $493,000 3. 4 . 2 . En v i r o n m e n t a l B e n e f i t s Th e e x i s t i n g l e v e l s o f w a l k i n g an d b i c y c l i n g p r o v i d e e n v i r o n m e n ta l b e n e f i t s t o t h e c o m m u n i t y b y no t b e i n g e m i s s i o n s g e n e r a t i n g trips. Bu i l d i n g o f f o f t h e h e a l t h b e n e f i ts a n a l y s i s a n d t h e m o d e s h a r e g r o w t h s c e n a r i o s , t h e i m p l i c a t i o ns f o r h y d r o c a r b o n , p a r t i c u l a t e matter, ni t r o u s o x i d e s , c a r b o n m o n o x i d e , a n d c a r b o n d i o x i d e c a n b e e s t i ma t e d . T h i s a n a l y s i s u s e s n a t i o n a l m e t h o d o l o g i e s t o d e t e r m i n e t rip re p l a c e m e n t . E v e r y w a l k i n g o r b i cy c l i n g t r i p i s n o t e q u a l t o a ve h i c l e t r i p . B a s e d o n a r e v i e w o f a i r e m i s s i o n s s t u d i e s , e a c h pound of em i s s i o n s w a s a s s i g n e d a n e q u i v a l e n t d o l l a r a m o u n t b a s e d o n h o w m u c h i t w o u l d c o s t t o c l e a n u p t he p o l l u t a n t o r t h e c o s t e q u i v alent of ho w m u c h d a m a g e t h e p o l l u t a n t c a u s e s t o t h e e n v i r o n m e n t . O t h e r po t e n t i a l e c o l o g i c a l s e r v i c e s a ss o c i a t e d w i t h t h e b i c y c l e p r o j e cts such as wa t e r r e g u l a t i o n , c a r b o n s e q u e s t r a t i o n , c a r b o n s t o r a g e , a n d w a s te t r e a t m e n t e x i s t b u t t h e q u a n t i f ia b l e v a l u e o f t h e s e s e r v i c e s are negligible on t h e o v e r a l l i m p a c t . Ta b l e 3 . 5 p r e s e n t s t h e e s t i m a t e d e n v i r o n m en t a l b e n e f i t s o f a c t i v e t r a n s p or t a t i o n m o d e s . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 57 FINAL Ta b l e 3 . 5 : E n v i r o n m e n t a l B e n e f i t E s t i m a t e s Ty p e Ex i s t i n g Lo w - G r o w t h Mi d - G r o w t h High-Growth Bi k e Wa l k Bi k e Wa l k Bi k e Wa l k Bike Walk CO 2 E m i s s i o n s R e d u c e d ( l b s ) 5, 9 6 0 , 0 0 0 5, 9 6 0 , 0 0 0 6, 4 2 0 , 0 0 0 5, 9 6 0 , 0 0 0 7, 8 9 1 , 0 0 0 6, 3 5 5 , 0 0 0 11 , 6 9 1 , 0 0 0 7,320,000 Ot h e r V e h i c l e E m i s s i o n s R e d u c e d ( l b s ) 13 6 , 0 0 0 10 2 , 0 0 0 14 6 , 0 0 0 10 2 , 0 0 0 18 0 , 0 0 0 10 9 , 0 0 0 26 6 , 0 0 0 125,000 To t a l V e h i c l e E m i s s i o n s C o s t R e d u c e d $1 4 0 , 0 0 0 $1 0 5 , 0 0 0 $1 5 1 , 0 0 0 $1 0 5 , 0 0 0 $1 8 5 , 0 0 0 $1 1 2 , 0 0 0 $2 7 5 , 0 0 0 $129,000 3. 4 . 3 . Tr a n s p o r t a t i o n B e n e f i t s Th e m o s t r e a d i l y i d e n t i f i a b l e b e ne f i t s o f a c t i v e t r a n s p o r t a t i o n e x i s t i n i t s a b i l i t y t o i n c r e a s e t r a n s p o r t a t i o n o p t i o n s a n d a c cess to activity ce n t e r s f o r B o z e m a n r e s i d e n t s a n d v i s i t o r s . W h i l e m o n e y r a r e l y ch a n g e s h a n d s , r e a l s a v i n g s c a n b e e s t i m a t e d f r o m t h e r e d u c e d c osts as s o c i a t e d w i t h c o n g e s t i o n , v e h i cl e c r a s h e s , r o a d m a i n t e n a n c e , an d h o u s e h o l d v e h i c l e o p e r a t i o n s . Us i n g t h e s a m e a n n u a l v e h i c l e m i l e s t r a v e l l e d ( V M T ) r e d u c t i o n e st i m a t e s h i g h l i g h t e d i n t h e h e a l t h a n d e n v i r o n m e n t a l c o m p o n e n t s , tr a n s p o r t a t i o n - r e l a t e d c o s t s s a v i ng s w e r e c a l c u l a t e d . B y m u l t i p ly i n g t h e a m o u n t o f V M T r e d u c e d by e s t a b l i s h e d m u l t i p l i e r s f o r traffic co n g e s t i o n , v e h i c l e c o l l i s i o n s , ro a d m a i n t e n a n c e , a n d v e h i c l e o pe r a t i n g c o s t s , m o n e t a r y v a l u e s we r e a s s i g n e d t o t h e t r a n s p o r t a tion-related be n e f i t s . T h i s a n a l y s i s i s t h e mo s t c o n c e p t u a l o f t h e t h r e e a n d a c t u a l s a v i n g s m a y n o t r e s u l t i n t h e e s t i m a t e s g i v e n i n Table 3.6 . Ta b l e 3 . 6 : T r a n s p o r t a t i o n B e n e f i t E s t i m a t e s Ty p e Ex i s t i n g Lo w - G r o w t h Mi d - G r o w t h High-Growth Bi k e Wa l k Bi k e Wa l k Bi k e Wa l k Bike Walk An n u a l V M T R e d u c e d 4, 1 8 5 , 0 0 0 3, 1 4 1 , 0 0 0 4, 5 0 8 , 0 0 0 3, 1 4 1 , 0 0 0 5, 5 4 1 , 0 0 0 3, 3 4 9 , 0 0 0 8,211,000 3,857,000 Re d u c e d T r a f f i c C o n g e s t i o n C o s t s $2 9 3 , 0 0 0 $2 2 0 , 0 0 0 $3 1 6 , 0 0 0 $2 2 0 , 0 0 0 $3 8 8 , 0 0 0 $2 3 4 , 0 0 0 $575,000 $270,000 Re d u c e d V e h i c l e C r a s h C o s t $2 , 0 9 3 , 0 0 0 $1 , 5 7 0 , 0 0 0 $2 , 2 5 4 , 0 0 0 $1 , 5 7 0 , 0 0 0 $2 , 7 7 1 , 0 0 0 $1 , 6 7 4 , 0 0 0 $4,105,000 $1,929,000 Re d u c e d R o a d M a i n t e n a n c e C o s t s $6 2 8 , 0 0 0 $4 7 1 , 0 0 0 $6 7 6 , 0 0 0 $4 7 1 , 0 0 0 $8 3 1 , 0 0 0 $5 0 2 , 0 0 0 $1,232,000 $579,000 Ho u s e h o l d V e h i c l e O p e r at i o n C o s t S a v i n g s $2 , 3 8 6 , 0 0 0 $1 , 7 9 0 , 0 0 0 $2 , 5 7 0 , 0 0 0 $1 , 7 9 0 , 0 0 0 $3 , 1 5 9 , 0 0 0 $1 , 9 0 9 , 0 0 0 $4,680,000 $2,199,000 3. 4 . 4 . To t a l B e n e f i t s Fu r t h e r i m p r o v i n g t h e w a l k i n g a n d b i c y c l i n g s y s t e m i n B o z e m a n w il l r e s u l t i n m o r e t r i p s b e i n g t ak e n v i a t h e s e m o d e s . I n c r e a s e s in mode sh a r e c a n y i e l d s i g n i f i c a n t a n n u a l b e n e f i t s t o B o z e m a n a n d i t s re s i d e n t s . A s s u m m a r i z e d i n Ta b l e 3 . 7 , t h e c i t y c u r r e n t l y e x p e r i e n c e s ap p r o x i m a t e l y $ 1 0 - m i l l i o n i n a n n u a l b e n e f i t s f r o m a c t i v e m o d e s of t r a n s p o r t a t i o n a n d c o u l d e x p er i e n c e a f u r t h e r $ 5 0 0 , 0 0 0 t o $ 6 .6 million in ad d i t i o n a l b e n e f i t s d e p e n d i n g o n p o p u l a t i o n g r o w t h a n d v a r y i n g le v e l s o f f u t u r e m o d e s h a r e i n c r e a s e s . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 58 FINAL Ta b l e 3 . 7 : T o t a l B e n e f i t E s t i m a t e s Ty p e Ex i s t i n g Lo w - G r o w t h Mi d - G r o w t h High-Growth Bi k e Wa l k Bi k e Wa l k Bi k e Wa l k Bi k e Walk He a l t h Be n e f i t s $2 9 1 , 0 0 0   $4 0 1 , 0 0 0   $3 1 3 , 0 0 0   $4 0 1 , 0 0 0   $3 8 5 , 0 0 0   $4 2 8 , 0 0 0   $5 7 1 , 0 0 0  $493,000   En v i r o n m e n t a l Be n e f i t s $1 4 0 , 0 0 0   $1 0 5 , 0 0 0   $1 5 1 , 0 0 0   $1 0 5 , 0 0 0   $1 8 5 , 0 0 0   $1 1 2 , 0 0 0   $2 7 5 , 0 0 0  $129,000   Tr a n s p o r t a t i o n Be n e f i t s $5 , 4 0 0 , 0 0 0   $4 , 0 5 1 , 0 0 0   $5 , 8 1 6 , 0 0 0   $4 , 0 5 1 , 0 0 0   $7 , 1 4 9 , 0 0 0   $4 , 3 1 9 , 0 0 0   $1 0 , 5 9 2 , 0 0 0   $4,977,000  To t a l B e n e f i t s $1 0 , 3 8 8 , 0 0 0   $1 0 , 8 3 7 , 0 0 0   $1 2 , 5 7 8 , 0 0 0   $17,037,000  To t a l Ad d i t i o n a l Be n e f i t s ‐  $ 4 9 9 , 0 0 0   $ 2 , 1 9 0 , 0 0 0   $ 6 , 6 4 9 , 0 0 0   Th e m o n e t a r y b e n e f i t s p r o v i d e d i n Ta b l e 3 . 7 c o m b i n e m u l t i p l e s o u r c e s o f s m a ll a m o u n t s o f s a v i n g s . U s i n g t h e m e t h o d o l o g y t o e s t i m a t e re d u c t i o n s i n v e h i c l e m i l e s t r a v el e d , e s t i m a t e s f o r t h e o v e r a l l b e n e f i t s t o t h e f u t u r e c a p a c i t y o f B o z e m a n ’ s s t r e e t s c a n a l s o be estimated. For th i s a n a l y s i s , S t r e a m l i n e t r a n s i t r i d e r s h i p d a t a w a s i n c l u d e d a nd a n n u a l g r o w t h p r o j e c t i o n s w e r e g i v e n f o r 2 % , 3 . 5 % a n d 5 % t o represent the lo w , m i d a n d h i g h g r o w t h s c e n a r i o s. T r a n s i t ’ s v e h i c l e t r i p r e p l ac e m e n t w a s a l s o a c c o u n t e d f o r a s o n l y a p o r t i o n o f t r a n s i t t r i ps may be a di r e c t r e p l a c e m e n t o f a v e h i c l e tr i p . T h e p u r p o s e o f t h i s a n a l y si s i s t o e s t i m a t e t h e p o t e n t i a l ‘ l o a d ’ t h a t a c t i v e m o d e s o f t r ansportation could ca r r y o n B o z e m a n ’ s n e t w o r k . A s s u m i n g a c t i v e m o d e s i n c r e a s e , s t r ee t s i n B o z e m a n w o u l d b e c a r r y i n g m o r e p e o p l e w i t h f e w e r v e h i c l es. Such a s c e n a r i o c o u l d n e g a t e o r s u b s t an t i a l l y d e l a y t h e n e e d f o r e x p en s i v e i n t e r s e c t i o n a n d r o a d w a y c a p a c i t y p r o j e c t s . Ta b l e 3 . 8 : P o t e n t i a l V e h i c l e T r i p R e d u c t i o n f r o m I n c r e a s e d A c t i ve T r a n s p o r t a t i o n M o d e S h a r e i n 2 0 4 0 Ac t i v e Tr a n s p o r t a t i o n Gr o w t h S c e n a r i o Ve h i c l e M i l e s Tr a v e l e d Re d u c e d To t a l A n n u a l Tr i p s R e d u c e d (e s t i m a t e d ) Da i l y T r i p s Re d u c e d Lo w G r o w t h 8, 7 4 0 , 0 0 0   2, 9 1 4 , 0 0 0   8, 0 0 0   Mi d G r o w t h 10 , 4 8 3 , 0 0 0   3 , 3 9 5 , 0 0 0   1 0 , 0 0 0   Hi g h G r o w t h 14 , 3 6 1 , 0 0 0   4, 7 8 7 , 0 0 0   14 , 0 0 0   BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 59 FINAL Ba s e d o n t h e d a t a i n Ta b l e 3 . 8 , i t c a n b e e s t i m a t e d t h a t u n d e r t h e h i g h g r o w t h s c e n a r i o , a c t i ve m o d e s c o u l d b e c a r r y i n g 1 4 , 0 0 0 t r i p s p e r da y i n B o z e m a n . F o r p e r s p e c t i v e , th i s i s r o u g h l y e q u i v a l e n t t o th e n u m b e r o f v e h i c l e s p e r d a y t r av e l l i n g o n K a g y B o u l e v a r d i n 2015. This va l u e i s a n a v e r a g e a n d w o u l d b e h i g h e r d u r i n g t h e s u m m e r m o n t h s a n d l o w e r d u r i n g t h e w i n t e r m o n t h s . T h i s m a k e s s e n s e a s i n 2 0 13 on a ni c e d a y i n S e p t e m b e r , 2 , 5 0 0 b i cy c l i s t s a l o n e w e r e m a n u a l l y c o u nt e d o v e r a 2 h o u r p e r i o d a t o n l y 1 5 l o c a t i o n s a r o u n d B o z e m a n . This benefit wo u l d b e d i s t r i b u t e d o v e r t h e n e tw o r k . I m p r o v i n g a c t i v e t r a n s p o rt a t i o n m o d e s h a r e a n d o v e r a l l m o bi l i t y c a n b e a c c o m p l i s h e d b y co m p l e t i n g g a p s i n t h e n e t w o r k , im p r o v i n g i n t e r s e c t i o n s a n d o v e rc o m i n g s o m e o f t h e b a r r i e r s w h i c h s e e m t o b e s u p p r e s s i n g m o d e share in ce r t a i n a r e a s o f B o z e m a n s u c h a s V a l l e y W e s t . 4. 0 . SA F E T Y Cr a s h d a t a w i t h i n t h e s t u d y a r e a w e r e a n a l y z e d t o d e t e r m i n e p r o bl e m a r e a s , “ h o t - s p o t ” c r a s h l o c at i o n s , a n d b e h a v i o r a l c h a r a c t e ristics. Trend an a l y s i s c o m p a r i s o n s w e r e a l s o m ad e f o r G a l l a t i n C o u n t y a n d t h e S t a t e o f M o n t a n a t o h e l p i d e n t i fy u n i q u e t r e n d s . T h e f o l l o w i n g sections pr o v i d e a n a n a l y s i s o f a v a i l a b l e c r a s h d a t a t o h e l p i d e n t i f y c r as h t r e n d s a n d c o n t r i b u t i n g f a c t o r s . Im p r o v i n g t r a n s p o r t a t i o n s a f e t y r e q u i r e s m o r e t h a n j u s t f i x i n g a r o a d o r i n c r e a s i n g p o l i c e p a t r o l s . I n o r d e r t o b e m o s t e f f e c t ive, safety im p r o v e m e n t s n e e d t o c o n s i d e r t h e “ F o u r E ’ s ” o f t r a n s p o r t a t i o n sa f e t y : E d u c a t i o n , E n f o r c e m e n t , En g i n e e r i n g , a n d E m e r g e n c y S e r v ices. 4. 1 . S TU D Y A RE A C RA S H A NA L Y S I S Cr a s h d a t a w e r e p r o v i d e d b y t h e M D T T r a f f i c a n d S a f e t y B u r e a u f or t h e f i v e - y e a r p e r i o d b e t w e e n J a n u a r y 1 st , 2 0 1 0 a n d D e c e m b e r 3 1 st , 2014. Th e c r a s h r e p o r t s a r e a s u m m a t i o n o f i n f o r m a t i o n f r o m t h e s c e n e o f t h e c r a s h p r o v i d e d b y t h e r e s p o n d i n g o f f i c e r . A s s u c h , s o m e of the in f o r m a t i o n c o n t a i n e d i n t h e c r a sh r e p o r t s m a y b e s u b j e c t i v e . Ac c o r d i n g t o t h e M D T c r a s h d a t ab a s e , t h e r e w e r e 3 , 7 6 3 c r a s h e s r ep o r t e d w i t h i n t h e s t u d y a r e a d u ri n g t h e a n a l y s i s t i m e p e r i o d . The number of c r a s h e s p e r y e a r i n c r e a s e d f r o m 7 4 7 c r a s h e s i n 2 0 1 0 t o 8 2 5 c ra s h e s i n 2 0 1 2 . A f t e r 2 0 1 2 t h e n u m b e r o f y e a r l y c r a s h e s d e c r e a s ed to 633 cr a s h e s i n 2 0 1 4 . T h e n u m b e r o f i nj u r y c r a s h e s f o l l o w e d a s i m i l a r t r e n d t o t h a t o f t h e t o t a l c r a s h e s w i t h 1 9 1 c r a s h e s i n 2 0 1 0 , peaking in 2012 wi t h 2 4 6 c r a s h e s , a n d d e c r e a s i n g t o 1 9 4 c r a s h e s i n 2 0 1 4 . T h e n u mb e r o f n o n - i n j u r y c r a s h e s p e r y e a r i n 2 0 1 0 w a s 5 5 6 c r a s h e s a n d increased to a p e a k i n 2 0 1 1 w i t h 6 0 5 c r a s h e s b e f o r e d e c r e a s i n g t o 4 3 6 c r a sh e s i n 2 0 1 4 . Fi g u r e 4 . 1 p r e s e n t s t h e t o t a l , i n j u r y , a n d n o n - i n j u r y c r a s h e s pe r y e a r f o r t h e f i v e - y e a r a n a l y s i s p e r i o d . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 60 FINAL Fi g u r e 4 . 1 : C r a s h e s p e r Y e a r Th e s p a t i a l d i s t r i b u t i o n o f a l l c r a s h e s w a s p l o t t e d b a s e d o n t h e r e p o r t e d c r a s h l o c a t i o n s . T h e n u m b e r o f c r a s h e s p e r a r e a w e r e then tallied an d s y m b o l i z e d i n Fi g u r e s 4 . 2 an d 4. 3 . L o c a t i o n s w i t h h i g h e r t r a f f i c vo l u m e s a p p e a r t o h a v e a h i g h e r n u m b e r o f c r a s h e s . D e t a i l e d in t e r s e c t i o n c r a s h a n a l y s i s i s p r e s e n t e d i n Se c t i o n 4 . 1 . 5 . 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 0 20 1 0 2 0 1 1 2 0 1 2 2 0 1 3 2 0 1 4 N u m b e r o f C r a s h e s Cr a s h e s p e r Y e a r In j u r y C r a s h e s No n - I n j u r y C r a s h e s To t a l C r a s h e s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 61 FINAL Fi g u r e 4 . 2 : C r a s h D e n s i t y 90 90 19 1 84 85 86 41 1 34 5 20 5 34 5 23 5 19 1 19 1 H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S CH URCH AVE S 1 9 T H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E G A L L A T I N R D H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E J A C K R A B B I T L N MA I N S T D U R S T O N R D C O T T O N W O O D R D D A V I S L N B A B C O C K S T B A X T E R L N O A K S T G A R F I E L D S T P A T T E R S O N R D F O W L E R L N G O O C H H I L L R D B L A C K W O O D R D S O U R D O U G H R D G O L D E N S T E I N L N S 3 R D A V E S T U C K Y R D F E R G U S O N A V E F O W L E R A V E 2 7 T H S T B E A R C A N Y O N R D L O V E L N H A R P E R P U C K E T T R D G R A F S T N A S H R D BOZEMAN TRAIL T A Y A B E S H O C K U P R D F R O N T A G E R D F O R T E L L I S R D G R A F S T C A T M O U N T S T N E L S O N R D M C I L H A T T A N R D M A N L E Y R D S T O R Y M I L L R D Crash Density BOZEMAN TMP TRANSPORTATION MASTER PLAN Source: City of Bozeman, MDT, RPA012½MilesMap Legend Crashes per 1,000ft x 1,000ft Grid** January 1, 2010 through December 31, 2014Railroad1 - 10 11 - 25 26 - 40 > 6541 - 65Bozeman City LimitsStudy Area Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 62 FINAL Fi g u r e 4 . 3 : C r a s h D e n s i t y ( D e t a i l A r e a ) 90 90 19 1 86 41 1 34 5 20 5 34 5 23 5 19 1 S 1 9 T H A V E H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E G R I F F I N D R K A G Y B L V D N 1 1 T H A V E D U R S T O N R D O A K S T C O L L E G E S T BO Z E M A N T R A I L R D B A X T E R L N B A B C O C K S T E V A L L E Y C E N T E R R D P E A C H S T M E N D E N H A L L S T S C H U R C H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E H U F F I N E L N F R O N T A G E R D R O U S E A V E B R I D G E R D R MA I N S T B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E D U R S T O N R D S 3 R D A V E G R A F S T S 2 7 T H A V E F O W L E R L N SOURD OU GH R D T A Y A B E S H O C K U P R D F O R T E L L I S R D H A G G E R T Y LN S 7 T H A V E S 6 T H A V E O A K S T N 1 5 T H A V E G O O C H H I L L R D F E R G U S O N A V E D A V I S L N N 2 7 T H A V E S 2 3 R D A V E L S T M C I L H A T T A N R D S T O R Y M I L L R D M A N L E Y R D H I D D E N V A L L E Y R D H A R P E R P U C K E T T R D L O V E L N B A B C O C K S T TA M A R A C K S T C A T A M O U N T S T C A T T A I L S T GA R F I E L D S T L I N C O L N S T G R A N T S T CL E V E L A N D S T S T U C K Y R D G R A F S T B L A C K W O O D R D G O L D E N S T E I N L N Crash Density (Detail Area)0½1 1 ½¼Miles BOZEMAN TMP TRANSPORTATION MASTER PLAN Map Legend * January 01, 2010 to December 31, 2014Crashes per 500 ft x 500 ft Grid*Railroad 1 - 5 6 - 10 11 - 20 21 - 35 > 35Study Area Bozeman City Limits Montana State University BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 63 FINAL 4. 1 . 1 . Cr a s h P e r i o d Cr a s h d a t a f o r t h e s t u d y a r e a w e r e e v a l u a t e d b a s e d o n t h e p e r i o d o f t i m e w h e n t h e c r a s h o c c u r r e d . W i t h r e g a r d s t o t h e t i m e o f day, two pr o m i n e n t p e a k s c a n b e s e e n : o n e a r o u n d 8 : 0 0 A M a n d t h e o t h e r a ro u n d 5 : 0 0 P M . A r o u n d 5 0 p e r c e n t o f t h e r e p o r t e d c r a s h e s o c c u r r ed be t w e e n t h e h o u r s o f 1 2 : 0 0 P M a n d 7 : 0 0 P M . T h e P M p e a k h o u r s ( 4 :0 0 P M t o 7 : 0 0 P M ) a c c o u n t e d f o r a p p r o x i m a t e l y 2 2 p e r c e n t o f a l l re p o r t e d c r a s h e s . T h e d i s t r i b u t i on o f i n j u r y a n d n o n - i n j u r y c r a sh e s g e n e r a l l y f o l l o w s t h e s a m e p a t t e r n a s t o t a l c r a s h e s . T h e t ime of day di s t r i b u t i o n i s p r e s e n t e d i n Fi g u r e 4 . 4 . Fi g u r e 4 . 4 : C r a s h T i m e o f D a y D i s t r i b u t i o n Th e m o n t h o f D e c e m b e r r e p r e s e n t s t h e m o n t h w i t h t h e h i g h e s t r e p or t e d n u m b e r o f c r a s h e s . N o v e m b e r a n d J a n u a r y h a d t h e n e x t t w o hi g h e s t n u m b e r o f r e p o r t e d c r a s h es . A p p r o x i m a t e l y 3 5 p e r c e n t o f a l l c r a s h e s o c c u r r e d d u r i n g t h e s e t h r e e m o n t h s . I n c l e m e n t w e a t her co n d i t i o n s o f t e n e x i s t f r o m N o v e mb e r t o J a n u a r y w h i c h c a n c o n t r ib u t e t o a n i n c r e a s e i n t h e n u m b e r o f c r a s h e s . Fi g u r e 4 . 5 shows the di s t r i b u t i o n o f r e p o r t e d c r a s h e s b a s e d o n t h e m o n t h o f t h e y e a r i n w h i c h t h e c r a s h o c c u r r e d . 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 N u m b e r o f C r a s h e s Ti m e o f t h e D a y In j u r y C r a s h e s No n - I n j u r y C r a s h e s To t a l C r a s h e s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 64 FINAL Fi g u r e 4 . 5 : C r a s h M o n t h o f t h e Y e a r D i s t r i b u t i o n Wi t h r e s p e c t t o t h e d a y o f t h e w e e k i n w h i c h c r a s h e s o c c u r r e d , we e k d a y s h a d a h i g h e r n u m b e r o f c r a s h e s t h a n w e e k e n d s . F r i d a y h ad the hi g h e s t n u m b e r o f r e p o r t e d c r a s h e s , a c c o u n t i n g f o r n e a r l y 1 8 p e rc e n t o f a l l c r a s h e s . W e e k e n d c r a s h e s a c c o u n t e d f o r a p p r o x i m a t e ly 22 pe r c e n t o f a l l c r a s h e s . T h e d i s t r i b u t i o n o f c r a s h e s b a s e d o n d a y o f t h e w e e k i n w h i c h t h e c r a s h o c c u r r e d i s p r e s e n t e d i n Figure 4.6 . 050 10 0 15 0 20 0 25 0 30 0 35 0 40 0 45 0 50 0 N u m b e r o f C r a s h e s Mo n t h o f t h e Y e a r In j u r y C r a s h e s No n - I n j u r y C r a s h e s To t a l C r a s h e s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 65 FINAL Fi g u r e 4 . 6 : C r a s h D a y o f W e e k D i s t r i b u t i o n 4. 1 . 2 . En v i r o n m e n t a l F a c t o r s Cr a s h d a t a w e r e r e v i e w e d t o d e t e r m i n e i f a n y t r e n d s e x i s t i n r e la t i o n t o e n v i r o n m e n t a l f a c t o r s s u c h a s w e a t h e r , r o a d w a y s u r f a c e, and li g h t i n g c o n d i t i o n s . T h e w e a t h e r co n d i t i o n w a s r e p o r t e d a s c l e a r i n a b o u t 5 0 p e r c e n t o f a l l c r a sh e s . C l o u d y w e a t h e r a c c o u n t e d for an ad d i t i o n a l 3 3 p e r c e n t o f c r a s h e s . W i t h r e s p e c t t o t h e r o a d s u r f ac e c o n d i t i o n , a b o u t 5 9 p e r c e n t o f c r a s h e s w e r e r e p o r t e d a s h a v ing occurred on d r y r o a d s , w h i l e 7 p e r c e n t o f c r a s h e s w e r e r e p o r t e d a s h a v i n g o c c u r r e d o n i c y o r f r o s t c o v e r e d r o a d s . S e v e n t y p e r c e n t o f c r ashes were re p o r t e d a s h a v i n g o c c u r r e d u n d e r d a y l i g h t c o n d i t i o n s . A n a d d i t io n a l 1 5 p e r c e n t w e r e r e p o r t e d a s o c c u r r i n g u n d e r d a r k , n o t l i g hted co n d i t i o n s . Fi g u r e 4 . 7 p r e s e n t s t h e d i s t r i b u t i o n o f c r a s h e s b a s e d o n e n v i r o n m e n t a l f a ct o r s . In s u m m a r i z i n g t h e e n v i r o n m e n t a l f a c t o r s , s e v e r a l f a c t o r s w e r e co m b i n e d f o r t h e s a k e o f c l a r i t y . F o r w e a t h e r c o n d i t i o n s , t h e “ other” ca t e g o r y i n c l u d e s b l o w i n g s n o w ; s l e e t / h a i l / f r e e z i n g ; r a i n / d r i z z le ; f o g , s m o g , o r s m o k e ; s e v e r e c r o s s w i n d s , b l o w i n g s a n d , s o i l , and dirt; and 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 Su n d a y M o n d a y T u e s d a y W e d n e s d a y T h u r s d a y F r i d a y S a t u r d a y N u m b e r o f C r a s h e s Da y o f t h e W e e k In j u r y C r a s h e s No n - I n j u r y C r a s h e s To t a l C r a s h e s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 66 FINAL un k n o w n . F o r r o a d s u r f a c e c o n d i t i o n s , t h e “ o t h e r ” c a t e g o r y i n c l ud e s m u d , d i r t , o r g r a v e l ; o t h e r ; s a n d ; a n d u n k n o w n . F o r l i g h t i ng conditions, th e “ o t h e r ” c a t e g o r y i n c l u d e s d u sk , d a w n , d a r k - u n k n o w n l i g h t i n g , a n d u n k n o w n . Fi g u r e 4 . 7 : W e a t h e r C o n d i t i o n ( L ef t ) , R o a d S u r f a c e ( C e n t e r ) , a n d L i g h t i n g C o n d i t i o n ( R i g h t ) S u m m a r i e s Th e c h a r t s p r e s e n t e d i n Fi g u r e 4 . 7 s h o w t h e b r e a k d o w n o f c r a s h e s b a s e d o n a s i n g l e a t t r i b u t e , f o r e x a m p l e W e a t h e r C o n d i t i o n . Table 4.1 wa s p r o d u c e d t o b e t t e r u n d e r s t a n d t h e r e l a t i o n s h i p b e t w e e n t h e th r e e e n v i r o n m e n t a l f a c t o r s . T h e d a t a t a b u l a t e d i n Table 4.1 represents th e n u m b e r o f c r a s h e s t h a t o c c u r r e d u n d e r a p a r t i c u l a r c o m b i n a t io n o f a l l t h r e e o f t h e e n v i r o n m e nt a l f a c t o r s . F o r e x a m p l e , t h e re were 135 cr a s h e s r e p o r t e d t o h a v e o c c u r r e d d u r i n g c l e a r w e a t h e r o n i c y o r f r o s t c o v e r e d r o a d s d u r i n g d a y l i g h t c o n d i t i o n s . F r o m Table 4.1 , it can be se e n t h a t m o s t o f t h e r e p o r t e d c r a s h e s , 1 , 0 4 3 c r a s h e s , o c c u r r e d d u r i n g c l e a r w e a t h e r o n d r y r o a d s d u r i n g d a y l i g h t c o n d i t i o n s . Cl e a r 18 9 9 C r a s h e s 50 % Cl o u d y 12 3 6 C r a s h e s 33 % Sn o w 40 5 C r a s h e s 11 % Ra i n 12 6 C r a s h e s 3% Ot h e r 97 C r a s h e s 3% We a t h e r C o n d i t i o n Dr y 22 1 7 C r a s h e s 59 % Ic e / F r o s t 64 0 C r a s h e s 17 % Sn o w 43 0 C r a s h e s 12 % We t 42 9 C r a s h e s 11 % Ot h e r 47 C r a s h e s 1% Ro a d S u r f a c e C o n d i t i o n Da y l i g h t 26 3 8 C r a s h e s 70 % Dark-Not Lighted 559 Crashes 15%Dark-Lighted 422 Crashes 11%Other 144 Crashes 4% Li g h t i n g Condition BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 67 FINAL Ta b l e 4 . 1 : R e l a t i o n s h i p b e t w e e n E n v i r o n m e n t a l C o n d i t i o n s We a t h e r C o n d i t i o n Ro a d S u r f a c e C o n d i t i o n To t a l Li g h t i n g C o n d i t i o n Dr y Ic e / F r o s t Sn o w We t Ot h e r Cl e a r 1, 4 5 7 22 0 12 3 83 16 1, 8 9 9 Da y l i g h t 1, 0 4 3 13 5 79 50 9 1, 3 1 6 Da r k – N o t L i g h t e d 2 0 5 3 4 1 2 8 5 2 6 4 Da r k – L i g h t e d 16 2 37 24 17 2 24 2 Ot h e r 4 7 1 4 8 8 7 7 Cl o u d y 74 0 23 6 94 15 2 14 1, 2 3 6 Da y l i g h t 59 9 15 8 67 11 8 9 95 1 Da r k – N o t L i g h t e d 8 2 4 6 1 6 1 5 4 1 6 3 Da r k – L i g h t e d 43 20 8 16 1 88 Ot h e r 1 6 1 2 3 3 3 4 Sn o w 8 15 0 18 5 52 10 40 5 Da y l i g h t 5 78 10 3 42 8 23 6 Da r k – N o t L i g h t e d 3 8 4 9 6 2 9 5 Da r k – L i g h t e d 3 29 23 1 56 Ot h e r 5 1 0 3 1 8 Ra i n 3 12 2 1 12 6 Da y l i g h t 2 79 81 Da r k – N o t L i g h t e d 2 4 2 4 Da r k – L i g h t e d 1 14 15 Ot h e r 5 1 6 Ot h e r 9 34 28 20 6 97 Da y l i g h t 5 23 16 10 54 Da r k – N o t L i g h t e d 1 6 6 1 3 Da r k – L i g h t e d 3 4 5 8 1 21 O t h e r 1 1 2 5 9 Gr a n d T o t a l 2, 2 1 7 64 0 43 0 42 9 47 3, 7 6 3 4. 1 . 3 . Cr a s h T y p e Ap p r o x i m a t e l y 3 6 p e r c e n t , o r 1 , 3 5 2 cr a s h e s , w e r e r e p o r t e d t o h a ve o c c u r r e d a t n o n - j u n c t i o n l o c a t io n s w h i l e a b o u t 5 5 p e r c e n t , o r 2,072 cr a s h e s , w e r e r e p o r t e d t o h a v e o c c u r r e d i n a n i n t e r s e c t i o n o r w er e i n t e r s e c t i o n r e l a t e d . C r a s h e s o c c u r r i n g o n t h e r o a d w a y a c c o unted for 81 pe r c e n t o f c r a s h e s f o r a t o t a l of 3 , 0 3 7 c r a s h e s . A b o u t 1 6 p e r c e nt o f c r a s h e s – 5 8 5 c r a s h e s – o c c u rr e d o n t h e s h o u l d e r o f t h e r oadway. Figure 4. 8 s h o w s t h e d i s t r i b u t i o n o f c r a s h es a n d t h e i r r e s p e c t i v e r e l a t i o ns h i p t o j u n c t i o n s a n d t h e r o a d w a y . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 68 FINAL Fi g u r e 4 . 8 : C r a s h R e l a t i o n t o J un c t i o n ( L e f t ) a n d R o a d w a y ( R i g h t) Cr a s h e s c a n b e c a t e g o r i z e d a s e i t h e r s i n g l e o r m u l t i - v e h i c l e c r as h e s . M u l t i - v e h i c l e c r a s h e s a c c o u n t e d f o r 7 4 p e r c e n t o f a l l r e ported crashes wi t h a t o t a l o f 2 , 7 8 9 c r a s h e s . S i n g l e v e h i c l e c r a s h e s r e p r e s e n t ed 2 6 p e r c e n t o f c r a s h e s w i t h 9 7 2 to t a l c r a s h e s . T w o c r a s h e s w e re reported wi t h a n u n k n o w n c r a s h t y p e . Th e m o s t c o m m o n m u l t i - v e h i c l e c r a s h e s w e r e r e a r - e n d c r a s h e s , a c co u n t i n g f o r 4 0 p e r c e n t o f a l l m u l t i - v e h i c l e c r a s h e s . R i g h t a n g le and si d e s w i p e , s a m e d i r e c t i o n c r a s h es w e r e l i s t e d a s t h e m a n n e r o f cr a s h i n 8 5 6 a n d 2 8 0 c r a s h e s , r e s p e c t i v e l y . W i t h r e s p e c t t o s i n gle vehicle cr a s h e s , f i x e d o b j e c t c r a s h e s w e r e t h e m o s t c o m m o n l y r e p o r t e d c ra s h w i t h 5 1 9 c r a s h e s , a c c o u n t i n g f o r 5 3 p e r c e n t o f a l l s i n g l e vehicle cr a s h e s . R o l l o v e r a n d w i l d a n i m a l c r a s h e s w e r e t h e n e x t t w o m o st c o m m o n c r a s h e s w i t h 1 6 9 a n d 1 4 0 c r a s h e s , r e s p e c t i v e l y . Figure 4.9 pr e s e n t s t h e d i s t r i b u t i o n o f b o t h m u l t i p l e a n d s i n g l e v e h i c l e c ra s h e s w i t h i n t h e s t u d y a r e a . 36 % 1, 3 5 2 C r a s h e s 32 % 1, 1 9 9 C r a s h e s 23 % 87 3 C r a s h e s 9% 33 9 C r a s h e s 0% 2 0 % 4 0 % 6 0 % 8 0 % 1 0 0 % No n - J u n c t i o n In I n t e r s e c t i o n In t e r s e c t i o n - R e l a t e d Ot h e r Re l a t i o n t o J u n c t i o n 81%3,037 Crashes 16 % 58 5 C r a s h e s 2% 67 C r a s h e s 2% 74 C r a s h e s 0% 2 0 % 4 0 % 6 0 % 8 0 % 1 0 0 % On R o a d w a y Sh o u l d e r Of f R o a d w a y Ot h e r / U n k n o w n Re l a t i o n T o R o a d w a y BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 69 FINAL Fi g u r e 4 . 9 : M a n n e r o f C r a s h 4. 1 . 4 . Cr a s h S e v e r i t y Cr a s h s e v e r i t y i s c a t e g o r i z e d b a se d o n t h e m o s t s e v e r e i n j u r y o f t h e c r a s h . F o r e x a m p l e i f a c r a s h r e s u l t s i n t w o p o s s i b l e i n j uries and an in c a p a c i t a t i n g i n j u r y , t h e c r a s h i s r e p o r t e d a s a n i n c a p a c i t a t i ng i n j u r y c r a s h . T h e d i s t r i b u t i o n o f r e p o r t e d c r a s h s e v e r i t y i s presented in Figure 4. 1 0 . T h e l o c a t i o n s o f t h e i n c a p a c i t a t i n g a n d f a t a l i n j u r y c r a s h e s ar e s h o w n i n Fi g u r e 4 . 1 1 . A n i n c a p a c i t a t i n g i n j u r y i s d e f i n e d a s a n i n j u r y , ot h e r t h a n a f a t a l i t y , w h i c h p r e v e n t s t h e i n j u r e d i n d i v i d u a l f r om w a l k i n g , d r i v i n g , o r n o r m a l l y c o n t i n u i n g t h e a c t i v i t i e s t h e y were capable of pe r f o r m i n g b e f o r e t h e i n j u r y . 40 % 1, 1 1 8 C r a s h e s 31 % 85 6 C r a s h e s 10 % 28 0 C r a s h e s 8% 23 6 C r a s h e s 3% 82 C r a s h e s 3% 79 C r a s h e s 2% 57 C r a s h e s 2% 48 C r a s h e s 1% 33 C r a s h e s 53 % 51 9 C r a s h e s 17 % 16 9 C r a s h e s 14 % 14 0 C r a s h e s 4% 39 C r a s h e s 3% 32 C r a s h e s 2% 22 C r a s h e s 5% 51 C r a s h e s Fi x e d O b j e c t Ro l l O v e r Wi l d A n i m a l Pe d e s t r i a n No t F i x e d O b j e c t o r D e b r i s Ba c k i n g V e h i c l e Ot h e r S i n g l e V e h i c l e C r a s h e s Re a r - E n d Ri g h t A n g l e Si d e s w i p e , S a m e D i r e c t i o n Le f t T u r n , O p p o s i t e D i r e c t i o n Ot h e r He a d O n Si d e s w i p e , O p p o s i t e D i r e c t i o n Le f t T u r n , S a m e D i r e c t i o n Ot h e r M u l t i - V e h i c l e C r a s h e s Ma n n e r o f C r a s h 0% 50 % 5 0 % 10 0 % 0% Mu l t i - V e h i c l e C r a s h e s 2, 7 8 9 c r a s h e s 74 % o f a l l c r a s h e s Si n g l e V e h i c l e C r a s h e s 97 2 c r a s h e s 26 % o f a l l c r a s h e s No t e : T w o c r a s h e s w e r e r e p o r t e d a s u n k n o w n c r a s h t y p e . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 70 FINAL Du r i n g t h e f i v e y e a r a n a l y s i s p e r io d , t h e r e w e r e a t o t a l o f 1 , 0 32 i n j u r y a n d 1 6 f a t a l c r a s h e s , a c c o u n t i n g f o r 2 7 a n d 0 . 4 p e r c e nt of all crashes, re s p e c t i v e l y . A s a r e s u l t o f m u l ti p l e i n d i v i d u a l s b e i n g i n j u r e d i n a s i n g l e c r a s h , a t o t a l o f 1 , 3 5 5 i n d i v i d u a l s w e r e i n j u r e d d uring the crash an a l y s i s p e r i o d . F u r t h e r m o r e , 1 6 i n d i v i d u a l s s u s t a i n e d f a t a l i n ju r i e s d u r i n g t h e s a m e p e r i o d . Fi g u r e 4 . 1 0 : C r a s h S e v e r i t y 0. 4 % 16 C r a s h e s 2% 64 C r a s h e s 9% 32 5 C r a s h e s 17 % 64 3 C r a s h e s 70 % 2, 6 4 9 C r a s h e s 2% 66 C r a s h e s 0% 1 0 % 2 0 % 3 0 % 4 0 % 5 0 % 6 0 % 7 0 % 8 0 % 9 0 % 1 0 0 % Fa t a l In c a p a c i t a t i n g I n j u r y No n - i n c a p a c i t a t i n g i n j u r y Po s s i b l e I n j u r y Pr o p e r t y D a m a g e O n l y Un k n o w n Cr a s h S e v e r i t y BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 71 FINAL Fi g u r e 4 . 1 1 : S e v e r e C r a s h L o c a t i o n s BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 72 FINAL 4. 1 . 5 . In t e r s e c t i o n C r a s h e s Th e 6 3 i n t e r s e c t i o n t h a t w e r e s t u d i e d f o r L O S w e r e a l s o i n v e s t i ga t e d f o r c r a s h e s . T h e c r a s h i n f o r m a t i o n w a s a n a l y z e d t o i d e n t i fy those in t e r s e c t i o n s w i t h c r a s h c h a r a c t e r i s t i c s t h a t m a y w a r r a n t f u r t h er s t u d y . Th e n u m b e r o f c r a s h e s a t e a c h i n t e r s e c t i o n w a s d e t e r m i n e d s p a t i al l y f r o m t h e G I S c r a s h d a t a b a s e . A n y c r a s h l o c a t e d w i t h i n 1 5 0 feet was co u n t e d f o r t h a t i n t e r s e c t i o n . I n t er s e c t i o n t r a f f i c v o l u m e s w e r e d e t e r m i n e d f r o m P M p e a k h o u r t u r n i n g m o v e m e n t c o u n t s . A d e s i g n hourly ve h i c l e ( D H V ) f a c t o r o f 8 . 6 1 p e rc e n t w a s a p p l i e d t o t h e p e a k h o ur c o u n t s t o e s t i m a t e d a i l y t r a ff i c v o l u m e s b a s e d o n t h e a v e r a g e DHV de t e r m i n e d f r o m c o u n t l o c a t i o ns w i t h 2 4 h o u r s o f d a t a . Cr a s h r a t e s w e r e u s e d t o r e p r e s e nt t h e n u m b e r o f c r a s h e s a g a i n s t t h e da i l y t r a f f i c v o l u m e . T h e r a t e i s ex p r e s s e d a s t h e n u m b e r o f c r as h e s p e r mi l l i o n e n t e r i n g v e h i c l e s . Eq u a t i o n 1 w a s u s e d t o c a l c u l a t e d c r a s h r a t e . Th e s e v e r i t y i n d e x w a s c a l c u l a t e d b y a p p l y i n g m u l t i p l i e r s t o c r as h e s ba s e d o n s e v e r i t y . F o r t h e s e v e r i t y i n d e x , c r a s h e s w e r e b r o k e n in t o th r e e c a t e g o r i e s o f s e v e r i t y : p r o p e r t y d a m a g e o n l y ( P D O ) , n o n - in c a p a c i t a t i n g i n j u r y , a n d f a t a l o r i n c a p a c i t a t i n g i n j u r y c r a s h es . E a c h o f th e s e t h r e e t y p e s w a s g i v e n a d i f f e r e n t m u l t i p l i e r : 1 . 0 f o r P D O , 3 . 0 f o r in j u r y , a n d 8 . 0 f o r f a t a l o r i n c a p a c i t a t i n g i n j u r y c r a s h e s . Eq u a t i o n 2 w a s us e d t o c a l c u l a t e t h e s e v e r i t y i n d e x . Ta b l e 4 . 2 p r e s e n t s t h e c r a s h r a t e s an d s e v e r i t y i n d i c e s f o r e a c h o f t h e s t u d y i n t e r s e c t i o n s . Eq u a t i o n 1 : ܶ݋ ݐ ܽ ݈ ܰ ݑ ݉ ܾ ݁ ݎ ݋ ݂ ܥ ݎ ܽ ݏ ݄ ݁ ݏ ൈ 1 , 0 0 0 , 0 0 0 ܸ ݁ ݄ ݅ ܿ ݈ ݁ ݏ ܸ݁ ݄ ݅ ܿ ݈ ݁ ݏ ݌ ݁ ݎ ݀ ܽ ݕ ൈ ܰ ݑ ݉ ܾ ݁ ݎ ݋ ݂ ܻ ݁ ܽ ݎ ݏ ൈ 3 6 5 ݀ ܽ ݕ ݏ ݌ ݁ ݎ ݕ ݁ ܽ ݎ ൌܥ ݎ ܽ ݏ ݄ ܴ ܽ ݐ ݁ Eq u a t i o n 2 : ሺ# ܲ ܦ ܱ ൈ 1 . 0 ሻ ൅ ሺ #ܫ ݊ ݆ ݑ ݎ ݕ ൈ 3 . 0 ሻ ൅ ሺ # ܨ ܽ ݐ ܽ ݈ ݋ ݂ ܫ ݊ ܿ ܽ ݌ ൈ 8 . 0 ሻ ܶ݋ ݐ ܽ ݈ ܰ ݑ ݉ ܾ ݁ ݎ ݋ ݂ ܥ ݎ ܽ ݏ ݄ ݁ ݏ ൌ ܵ݁ݒ݁ݎ݅ݐݕ ܫ݊݀݁ݔ BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 73 FINAL Ta b l e 4 . 2 : I n t e r s e c t i o n C r a s h R a t e , S e v e r i t y I n d e x , a n d S e v e r i t y R a t e ID In t e r s e c t i o n To t a l Cr a s h e s Fa t a l / I n c a p a c i t a t i n g In j u r y C r a s h e s In j u r y Cr a s h e s PD O Cr a s h Ra t e Se v e r i t y In d e x Severity Rate 01 Fe r g u s o n A v e n u e a n d B a b c o c k S t r e e t 18 0 8 10 0. 7 0 1.89 1.32 02 Fo w l e r A v e n u e a n d B a b c o c k S tr e e t 2 0 1 1 0 . 1 0 2 . 0 0 0 . 1 9 03 Fe r g u s o n A v e n u e a n d H u f f i n e L a n e 22 1 7 14 0. 3 5 1.95 0.68 04 Fo w l e r A v e n u e a n d H u f f i n e L an e 1 0 1 3 6 0 . 1 5 5 . 6 0 0 . 3 5 05 19 th A v e n u e a n d G a r f i e l d S t r e e t 12 0 4 8 0. 2 1 1.67 0.35 06 19 th A v e n u e a n d S t u c k y R o a d 8 0 2 6 0 . 2 7 1 . 5 0 0 . 4 1 07 19 th A v e n u e a n d G o l d e n s t e i n L a n e 9 1 3 5 0. 5 8 2.44 1.41 08 7 th A v e n u e a n d G r i f f i n D r i v e 1 2 1 4 7 0 . 3 5 2 . 2 5 0 . 7 8 09 Ma n e l y R o a d a n d G r i f f i n D r i v e 3 0 1 2 0. 1 6 1.67 0.27 10 Ro u s e A v e n u e a n d G r i f f i n D r i v e 5 0 0 5 0 . 2 2 1 . 0 0 0 . 2 2 11 St o r y M i l l R o a d a n d B r i d g e r D r i v e 5 1 2 2 0. 3 7 3.20 1.20 12 Wi l l s o n A v e n u e a n d P e a c h S t r e e t 1 1 0 5 6 0 . 7 2 1 . 9 1 1 . 3 8 13 Ro u s e A v e n u e a n d P e a c h S t r e e t 8 1 5 2 0. 2 9 3.13 0.92 14 Wi l l s o n A v e n u e a n d M e n d e n h a l l S t r e e t 6 0 2 4 0 . 2 7 1 . 6 7 0 . 4 5 15 Wi l l s o n A v e n u e a n d B a b c o c k S t r e e t 21 0 8 13 0. 7 4 1.76 1.30 16 Br o a d w a y A v e n u e a n d M a i n S t r e e t 1 1 1 1 9 0 . 3 0 1 . 8 2 0 . 5 4 17 Hi g h l a n d B o u l e v a r d a n d M a i n S t r e e t 1 0 0 1 0. 0 2 1.00 0.02 18 Ha g g e r t y L a n e a n d M a i n S t r ee t 7 0 3 4 0 . 1 9 1 . 8 6 0 . 3 6 19 Wi l l s o n A v e n u e a n d C o l l e g e S t r e e t 8 0 5 3 0. 2 7 2.25 0.61 20 Hi g h l a n d B o u l e v a r d a n d E l l i s S t r e e t 3 0 0 3 0 . 1 2 1 . 0 0 0 . 1 2 21 So u r d o u g h R o a d a n d K a g y B o u l e v a r d 9 1 2 6 0. 3 1 2.22 0.68 22 Hi g h l a n d B o u l e v a r d a n d K a g y B o u l e v a r d 2 0 0 2 0 . 0 9 1 . 0 0 0 . 0 9 23 Wa g o n W h e e l R o a d a n d 3 rd A v e n u e 0 0 0 0 0. 0 0 0.00 0.00 24 11 th A v e n u e a n d C o l l e g e S t r e e t 1 7 1 1 1 5 0 . 4 2 1 . 5 3 0 . 6 5 25 11 th A v e n u e a n d G r a n t S t r e e t 7 0 1 6 0. 3 2 1.29 0.41 26 11 th A v e n u e a n d L i n c o l n S t r e e t 6 0 2 4 0 . 2 5 1 . 6 7 0 . 4 2 27 11 th A v e n u e a n d K a g y B o u l e v a r d 14 0 0 14 0. 3 4 1.00 0.34 28 8 th A v e n u e a n d C o l l e g e S t r e e t 5 0 0 5 0 . 2 2 1 . 0 0 0 . 2 2 29 7 th A v e n u e a n d G r a n t S t r e e t 4 0 1 3 0. 3 0 1.50 0.45 30 7 th A v e n u e a n d K a g y B o u l e v a r d 1 5 0 1 1 4 0 . 4 7 1 . 1 3 0 . 5 3 31 Va l l e y C e n t e r S p u r a n d F r o n t a g e R o a d 22 3 8 11 1. 1 6 2.68 3.11 32 Va l l e y C e n t e r S p u r a n d V a l l e y C e n t e r R o a d 1 2 0 1 1 1 0 . 6 3 1 . 1 7 0 .74 33 Ne l s o n R o a d a n d F r o n t a g e R o a d 0 0 0 0 0. 0 0 0.00 0.00 34 19 th A v e n u e a n d I - 9 0 E B R a m p 3 0 0 3 0 . 0 7 1 . 0 0 0 . 0 7 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 74 FINAL ID In t e r s e c t i o n To t a l Cr a s h e s Fa t a l / I n c a p a c i t a t i n g In j u r y C r a s h e s In j u r y Cr a s h e s PD O Cr a s h Ra t e Se v e r i t y In d e x Severity Rate 35 19 th A v e n u e a n d I - 9 0 W B R a m p 1 0 0 1 0. 0 3 1.00 0.03 36 19 th A v e n u e a n d T s c h a c h e W a y 2 7 2 6 1 9 0 . 5 1 1 . 9 6 1 . 0 0 37 19 th A v e n u e a n d O a k S t r e e t 38 0 13 25 0. 5 2 1.68 0.88 38 19 th A v e n u e a n d D u r s t o n R o a d 2 9 0 7 2 2 0 . 4 2 1 . 4 8 0 . 6 3 39 7 th A v e n u e a n d D u r s t o n R o a d / P e a c h S t r e e t 18 0 5 13 0. 3 6 1.56 0.56 40 19 th A v e n u e a n d M a i n S t r e e t 1 2 0 4 8 0 . 1 4 1 . 6 7 0 . 2 4 41 7 th A v e n u e a n d M a i n S t r e e t 7 0 2 5 0. 1 9 1.57 0.30 42 19 th A v e n u e a n d B a b c o c k S t r e e t 1 6 0 3 1 3 0 . 4 4 1 . 3 8 0 . 6 0 43 19 th A v e n u e a n d K o c h S t r e e t 12 0 4 8 0. 3 0 1.67 0.50 44 19 th A v e n u e a n d C o l l e g e S t r e e t 3 0 0 1 2 1 8 0 . 5 4 1 . 8 0 0 . 9 6 45 19 th A v e n u e a n d G r a f S t r e e t 1 0 1 0 0. 0 6 1.00 0.06 46 Ha r p e r P u c k e t t R o a d a n d B a x t e r L a n e 3 0 0 3 0 . 3 4 1 . 0 0 0 . 3 4 47 Fl a n d e r s M i l l R o a d a n d B a x t e r L a n e 2 0 0 2 0. 1 5 1.00 0.15 48 Da v i s L a n e a n d B a x t e r L a n e 1 0 0 3 7 0 . 3 9 1 . 6 0 0 . 6 2 49 La u r e l P a r k w a y a n d D u r s t o n R o a d 2 1 1 0 0. 1 1 5.50 0.60 50 Co t t o n w o o d R o a d a n d D u r s t o n R o a d 5 0 0 5 0 . 2 0 1 . 0 0 0 . 2 0 51 Fl a n d e r s M i l l R o a d a n d D u r s t o n R o a d 0 0 0 0 0. 0 0 0.00 0.00 52 Fe r g u s o n A v e n u e a n d D u r s t o n R o a d 1 0 0 0 1 0 0 . 3 5 1 . 0 0 0 . 3 5 53 Fo w l e r A v e n u e a n d D u r s t o n R o a d 2 1 1 0 0. 1 1 5.50 0.60 54 Co t t o n w o o d R o a d a n d B a b c o c k S t r e e t 2 0 0 2 0 . 1 1 1 . 0 0 0 . 1 1 55 19 th A v e n u e a n d B a x t e r L a n e 38 2 13 23 0. 5 5 2.05 1.13 56 7 th A v e n u e a n d B a x t e r L a n e 1 0 0 3 7 0 . 1 7 1 . 6 0 0 . 2 8 57 7 th A v e n u e a n d O a k S t r e e t 51 0 17 34 0. 6 8 1.67 1.14 58 15 th A v e n u e a n d O a k S t r e e t 8 0 5 3 0 . 2 1 2 . 2 5 0 . 4 8 59 27 th A v e n u e a n d O a k S t r e e t 5 0 0 5 0. 2 3 1.00 0.23 60 Da v i s L a n e a n d O a k S t r e e t 5 0 1 4 0 . 2 3 1 . 4 0 0 . 3 3 61 Ro u s e A v e n u e a n d O a k S t r e e t 1 0 0 1 0. 0 3 1.00 0.03 62 19 th A v e n u e a n d K a g y B o u l e v a r d 1 3 0 5 8 0 . 3 1 1 . 7 7 0 . 5 4 63 Wi l l s o n A v e n u e / 3 rd A v e n u e a n d K a g y B o u l e v a r d 22 0 8 14 0. 4 6 1.73 0.80 BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 75 FINAL 4. 2 . B IC Y C L I S T A N D P ED E S T R I A N C RA S H A NA L Y S I S Bi c y c l e a n d p e d e s t r i a n c r a s h d a t a a r e p a r t o f t h e s a m e d a t a s e t a s t h e v e h i c u l a r c r a s h d a t a . A l l p e d e s t r i a n c r a s h e s h a v e t h e r eported crash ty p e l i s t e d a s p e d e s t r i a n . B i c y c le c r a s h e s , h o w e v e r , c o u l d b e l is t e d a s r i g h t a n g l e , s i d e s w i p e , e t c . c r a s h e s . A s s u c h , i t w a s necessary to in v e s t i g a t e t h e v e h i c l e s i n v o l v e d i n t h e c r a s h . A n y c r a s h l i s t i ng a b i c y c l e a s b e i n g i n v o l v e d i n a c r a s h h a s b e e n i n c l u d e d i n this analysis. Note th a t e a c h c r a s h u s e d f o r t h i s a n a l y s i s w a s a l s o i n c l u d e d i n t h e p r i o r s t u d y a r e a c r a s h a n a l y s i s . Pe d e s t r i a n a n d b i c y c l e c r a s h d a t a a r e t y p i c a l l y u n d e r r e p o r t e d a s m a n y m i n o r c o l l i s i o n s t h a t d o n ot i n v o l v e i n j u r y o r s i g n i f i c a nt property da m a g e a r e u n l i k e l y t o b e r e p o r t e d t o t h e p o l i c e . C r a s h d a t a w e re r e v i e w e d f o r t h e f i v e y e a r p e r i o d b e t w e e n J a n u a r y 1 st , 2010 to December 31 st , 2 0 1 4 a n d s o m e i n t e r e s t i n g t r e n d s w e r e n o t e d . Fi g u r e 4 . 1 2 p r o v i d e s a s u m m a r y o f t h i s a n a l y s i s . T h e v a s t m a j o r i t y o f p e d e strian and bi c y c l e i n v o l v e d c r a s h e s o c c u r a t i n t e r s e c t i o n o r d r i v e w a y s ; e s se n t i a l l y , p l a c e s w h e r e v e h i c l e t u r n i n g m o v e m e n t s c o n f l i c t . M o s t of these in t e r s e c t i o n a r e o n B o z e m a n ’ s a r te r i a l a n d c o l l e c t o r s y s t e m . M a ny c r a s h e s o c c u r r e d d u e t o i m p a i r ed d r i v i n g ( a l s o i m p a i r e d w a l k ing in the ca s e o f 1 9 p e r c e n t o f p e d e s t r i a n c r a s h e s ) . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 76 FINAL Fi g u r e 4 . 1 2 : B i c y c l i s t a n d P e d e s t r i a n C r a s h S t a t i s t i c s 88 CR A S H E S I N V O L V I N G BI C Y C L I S T S 47 CR A S H E S I N V O L V I N G PE D E S T R I A N S 11 OC C UR R E D W H E N I T 8 O U T O F 1 0 ( 8 0 % ) IN U N L I T A R E A S 7 O U T O F 1 2 ( 5 8 % ) IN U N L I T A R E A S WA S DA R K O U T S I D E % 25 OC C UR R E D W H E N I T WA S DA R K O U T S I D E % 78 OC C U R R E D A T I N T E R SE C T I ON S OR D R I V E W A Y S OR D R I V E W A Y S % 64 OC C UR R E D A T IN T E R SE C T I ON S % 59 IN V O L V E D I M P A I R E D MO T O R I S T DR I V I N G B Y T H E IN V O L V E D I M P A I R E D MO T O R I S T DR I V I N G B Y T H E IN V O L V E D I M P A I R E D PE D E S T R I A N S % 36 % 23 OC C U R R E D W I T H I N A B I C Y C L E L A N E % 19 % 16 I N C A P A C I T A T I N G O R F A T A L I N J U R I E S 1 2 % O F T O T A L B I K E / P E D C R A S H ES ( 1 F A T A L ) W H E R E D O C R A S H E S OC C U R ? Ar t e r i a l s of t o t a l m i l e a g e 16 % of t o t a l m i l e a g e 22 % of t o t a l m i l e a g e 62 % Co l l e c t o r s Lo c a l R o a d s 65 % 14 % 21 % 75 %9 %16 % BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 77 FINAL 4. 3 . S AF E T Y D AT A T RE N D A NA L Y S I S Th e M D T H i g h w a y T r a f f i c S a f e t y S e c t i o n s u p p l i e d c r a s h s t a t i s t i c s f o r J a n u a r y 1 st , 2 0 1 0 t o D e c e m b e r 3 1 st , 2 0 1 4 . A s a f e t y d a t a t r e n d a n a l y s i s wa s c o n d u c t e d t o c o m p a r e t h e c r a sh c h a r a c t e r i s t i c s o f t h e S t u d y A r e a , G a l l a t i n C o u n t y , a n d t h e S t a t e o f M o n t a n a . 4. 3 . 1 . Im p a i r m e n t Of t h e r e p o r t e d c r a s h e s , G a l l a t i n C o u n t y h a d a h i g h e r r a t e o f a lc o h o l / d r u g r e l a t e d c r a s h e s ( 1 0 . 6 p e r c e n t ) a s c o m p a r e d t o t h e S tate of Mo n t a n a ( 9 . 7 p e r c e n t ) . T h e r a t e of i m p a i r e d d r i v i n g c r a s h e s w i t hi n t h e s t u d y a r e a w a s l o w e r t h a n bo t h t h e C o u n t y a n d t h e S t a t e with 7.6 pe r c e n t o f r e p o r t e d c r a s h e s i n v o l v i n g a n i m p a i r e d d r i v e r . Ta b l e 4 . 3 t a b u l a t e s t h e t o t a l r e p o r t e d c r a sh e s a n d t h e p e r c e n t a g e o f c r a shes in v o l v i n g a n i m p a i r e d d r i v e r . Ta b l e 4 . 3 : C r a s h S t a t i s t i c s f o r Al c o h o l / d r u g R e l a t e d C r a s h e s Lo c a t i o n To t a l Cr a s h e s Im p a i r e d D r i v e r In v o l v e d St u d y A r e a 3, 7 6 3 28 7 7. 6 % Ga l l a t i n C o u n t y 8, 1 6 7 8 6 3 1 0 . 6 % St a t e o f M o n t a n a 10 2 , 1 8 7 9, 8 6 9 9. 7 % 4. 3 . 2 . Sa f e t y B e l t U s e Sa f e t y b e l t u s e d a t a w e r e r e p o r t e d o n a p e r i n d i v i d u a l b a s i s . A s s u c h , i n d i v i d u a l s i n v o l v e d i n s o m e c r a s h e s d i d n o t h a v e t h e o ption to use a sa f e t y b e l t , f o r e x a m p l e m o t o r c y c l e s , p e d e s t r i a n s , o r b i c y c l i s t s. T h e d a t a w e r e a d j u s t e d t o a c c o un t f o r t h e s e u s e r s . S a f e t y b e lt usage data for th e S t a t e o f M o n t a n a a r e u n a v a i l a b l e . S a f e t y b e l t u s a g e w a s f o u nd t o b e h i g h e r i n t h e s t u d y a re a t h a n G a l l a t i n C o u n t y w i t h 9 0 . 8 and 89.8 pe r c e n t o f i n d i v i d u a l s u s i n g sa f e t y b e l t s , r e s p e c t i v e l y . Ta b l e 4 . 4 g i v e s s t a t i s t i c s f o r s a f e t y b e l t u s e . Ta b l e 4 . 4 : C r a s h S t a t i s t i c s f o r S a f e t y B e l t U s e Lo c a t i o n Nu m b e r o f In d i v i d u a l s Us i n g Re s t r a i n t s No t U s i n g Re s t r a i n t s Un k n o w n St u d y A r e a 8, 8 8 2 8, 0 6 1 90 . 8 % 38 3 4. 3 % 43 8 4. 9 % Ga l l a t i n C o u n t y 17 , 4 5 2 1 5 , 6 6 9 8 9 . 8 % 8 4 0 4 . 8 5 9 4 3 5 . 4 % BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 78 FINAL 4. 3 . 3 . Dr i v e r A g e An a l y s i s o f d r i v e r ’ s a g e s h o w s t h a t d r i v e r s b e t w e e n 1 8 a n d 2 5 y ea r s o f a g e w e r e t h e m o s t c o m m o n l y r e p o r t e d a g e s f o r t h e s t u d y area, Ga l l a t i n C o u n t y , a n d t h e S t a t e o f M o n t a n a . W i t h i n t h e s t u d y a r e a, 3 2 p e r c e n t o f d r i v e r s w e r e r e p o r t e d t o b e w i t h i n t h e 1 8 t o 2 5 years of age ra n g e . Fi g u r e 4 . 1 3 s h o w s t h e p e r c e n t o f d r i v e r s b y a g e f o r t h e s t u d y a r e a , G a l l a t in C o u n t y , a n d t h e S t a t e o f M o n t a n a . Fi g u r e 4 . 1 3 : D r i v e r ’ s A g e S t a t i s t i c s 5 % 3 2 % 2 7 % 2 5 % 1 1 % 4 % 3 9 % 3 0 % 2 0 % 6 % 8 % 3 1 % 2 9 % 2 4 % 9 % UN D E R 1 8 1 8 - 2 5 2 6 - 4 0 4 1 - 6 0 O V E R 6 0 P e r c e n t a g e o f C r a s h e s St u d y A r e a Ga l l a t i n C o u n t y St a t e o f M o n t a n a BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 79 FINAL 4. 3 . 4 . Ve h i c l e T y p e Mo t o r c y c l e s w e r e i n v o l v e d i n 1 . 5 p e r c e n t o f c r a s h e s w i t h i n t h e st u d y a r e a , w h i c h i s l o w e r t h a n b o t h G a l l a t i n C o u n t y ( 1 . 7 p e r c e nt) and the St a t e o f M o n t a n a ( 1 . 9 p e r c e n t ) . L ar g e v e h i c l e s , i . e . s e m i - t r u c k s, w e r e i n v o l v e d i n 1 . 8 p e r c e n t o f c r a s h e s w i t h i n t h e s t u d y a r e a. Large vehicles ac c o u n t e d f o r 4 . 9 a n d 6 . 3 p e r c e n t o f c r a s h e s i n G a l l a t i n C o u n t y a n d t h e S t a t e o f M o n t a n a , r e s p e c t i v e l y . Ta b l e 4 . 5 p r e s e n t s c r a s h s t a t i s t i c s ba s e d o n v e h i c l e t y p e . Ta b l e 4 . 5 : C r a s h S t a t i s t i c s f o r V e h i c l e T y p e Lo c a t i o n To t a l Cr a s h e s Mo t o r c y c l e Cr a s h e s La r g e V e h i c l e Cr a s h e s St u d y A r e a 3, 7 6 3 58 1. 5 % 66 1. 8 % Ga l l a t i n C o u n t y 8, 1 6 7 1 4 2 1 . 7 % 4 0 1 4 . 9 % St a t e o f M o n t a n a 10 2 , 1 8 7 1, 9 7 4 1. 9 % 6, 3 9 7 6. 3 % 4. 3 . 5 . Cr a s h S e v e r i t y Co m p a r i s o n o f c r a s h s e v e r i t y s t a t is t i c s r e v e a l e d t h a t f a t a l a n d i n c a p a c i t a t i n g i n j u r y c r a s h e s a cc o u n t e d f o r a l o w e r p e r c e n t a g e of crashes with in t h e s t u d y a r e a a s c o m p a r e d to b o t h G a l l a t i n C o u n t y a n d t h e S ta t e o f M o n t a n a . L e s s t h a n 1 . 0 p e rc e n t o f c r a s h e s r e s u l t e d i n a fatality for th e s t u d y a r e a , G a l l a t i n C o u n t y , a n d t h e S t a t e o f M o n t a n a . Ta b l e 4 . 6 t a b u l a t e s t h e n u m b e r a n d p e r c e n t ag e o f f a t a l a n d i n c a p a c i t a t i n g injury cr a s h e s t h a t o c c u r r e d w i t h i n t h e s t u d y a r e a , G a l l a t i n C o u n t y , a nd t h e S t a t e o f M o n t a n a . Ta b l e 4 . 6 : C r a s h S e v e r i t y S t a t i s t i c s Lo c a t i o n To t a l Cr a s h e s Fa t a l C r a s h e s In c a p a c i t a t i n g I n j u r y Cr a s h e s St u d y A r e a 3, 7 6 3 16 0. 4 % 64 1. 7 % Ga l l a t i n C o u n t y 8, 1 6 7 4 8 0 . 6 % 1 9 3 2 . 4 % St a t e o f M o n t a n a 10 2 , 1 8 7 92 2 0. 9 % 4, 0 2 3 3. 9 % BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 80 FINAL 5. 0 . AR E A S O F C O N C E R N Th i s s e c t i o n p r o v i d e s a l i s t a n d d e s c r i p t i o n o f a r e a s o f c o n c e r n a n d c o n s i d e r a t i o n w i t h i n t h e s tu d y a r e a . T h e s e a r e a s w e r e i d e ntified through re v i e w o f e x i s t i n g t r a f f i c d a t a , tr a v e l d e m a n d m o d e l p r o j e c t i o n s, f i e l d r e v i e w , p u b l i c d a t a b a s e s , a n d o t h e r r e s o u r c e s . M o r e d i scussion has be e n p r o v i d e d i n t h e p r e v i o u s s e ct i o n s , a n d i t i s r e i t e r a t e d h e re a s a p p r o p r i a t e . 5. 1 . E XI S T I N G T RA N S P O R T A T I O N C ON D I T I O N S Th e f o l l o w i n g r o a d w a y s a r e c u r r e n t l y e x c e e d i n g c a p a c i t y ( v / c ≥ 1) – r e f e r t o Fi g u r e 2 . 1 2 :  Ka g y B o u l e v a r d – S o u t h 1 9 th A v e n u e t o S o u t h 7 th A v e n u e  Ro u s e A v e n u e – P e a c h S t r e e t t o B o n d S t r e e t Th e f o l l o w i n g r o a d w a y s a r e c u r r e n t l y a p p r o a c h i n g c a p a c i t y ( 0 . 8 5 ≤ v / c < 1 . 0 0 ) – r e f e r t o Fi g u r e 2 . 1 2 :  Co l l e g e S t r e e t – S o u t h 1 9 th A v e n u e t o S o u t h 1 5 th A v e n u e  Fr o n t a g e R o a d – V a l l e y C e n t e r C u t A c r o s s t o S t u d y A r e a B o u n d a r y  Ka g y B o u l e v a r d – S o u t h 7 th A v e n u e t o W i l l s o n / S o u t h 3 rd A v e n u e  Ro u s e A v e n u e – B o n d S t r e e t t o G r i f f i n D r i v e Th e f o l l o w i n g i n t e r s e c t i o n s e x p e r ie n c e a L O S o f D o r w o r s e u n d e r e x i s t i n g c o n d i t i o n s : Si g n a l i z e d ( s e e Ta b l e 2 . 6 a n d Fi g u r e 2 . 2 0 )  Hi g h l a n d B o u l e v a r d a n d M a i n S t r e e t ( I D 1 7 )  19 th A v e n u e a n d M a i n S t r e e t ( I D 4 0 )  No r t h 7 th A v e n u e a n d O a k S t r e e t ( I D 5 7 ) Un s i g n a l i z e d ( s e e Ta b l e 2 . 7 a n d Fi g u r e 2 . 2 0 )  Fe r g u s o n A v e n u e a n d B a b c o c k S t r e e t ( I D 0 1 )  Fo w l e r A v e n u e a n d B a b c o c k S t r e e t ( I D 0 2 )  Ma n e l y R o a d a n d G r i f f i n D r i v e ( I D 0 9 )  Ro u s e A v e n u e a n d P e a c h S t r e e t ( I D 1 3 )  Ha g g e r t y L a n e a n d M a i n S t r e e t ( I D 1 8 )  Wi l l s o n A v e n u e a n d C o l l e g e S t r e e t ( I D 1 9 ) BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 81 FINAL  Hi g h l a n d B o u l e v a r d a n d E l l i s S t r e e t ( I D 2 0 )  So u r d o u g h R o a d a n d K a g y B o u l e v a r d ( I D 2 1 )  Hi g h l a n d B o u l e v a r d a n d K a g y B o u l e v a r d ( I D 2 2 )  So u t h 7 th A v e n u e a n d K a g y B o u l e v a r d ( I D 3 0 )  No r t h 1 9 th A v e n u e a n d I - 9 0 E B R a m p ( I D 3 4 )  Da v i s L a n e a n d B a x t e r L a n e ( I D 4 8 )  Fl a n d e r s M i l l R o a d a n d D u r s t o n R o a d ( I D 5 1 )  Fe r g u s o n A v e n u e a n d D u r s t o n R o a d ( I D 5 2 )  No r t h 7 th A v e n u e a n d B a x t e r L a n e ( I D 5 6 )  No r t h 2 7 th A v e n u e a n d O a k S t r e e t ( I D 5 9 )  Da v i s S t r e e t a n d O a k S t r e e t ( I D 6 0 ) 5. 2 . P RO J E C T E D T RA N S P O R T A T I O N C ON D I T I O N S Th e f o l l o w i n g r o a d w a y s a r e p r o j e c t e d t o e x c e e d c a p a c i t y ( v / c ≥ 1) – r e f e r t o Fi g u r e 3 . 2 :  Co l l e g e S t r e e t – S o u t h 1 9 t h A ve n u e t o S o u t h 1 5 t h A v e n u e  Du r s t o n R o a d – N o r t h 2 5 t h A v e n u e N o r t h 1 9 t h A v e n u e  Fr o n t a g e R o a d ( S - 2 0 5 ) – N e l s o n R o a d t o S p r i n g h i l l R o a d  Gr i f f i n D r i v e – N o r t h 7 t h A v e n u e t o R o u s e A v e n u e  Hu f f i n e L a n e – F o w l e r A v e n u e t o S t u d y A r e a B o u n d a r y  Ka g y B o u l e v a r d – S o u t h 1 9 t h Av e n u e t o S o u t h 7 t h A v e n u e  Ma i n S t r e e t – N o r t h 7 t h A v e n u e t o N o r t h 5 t h A v e n u e  No r t h 1 9 t h A v e n u e – M a i n S t r e e t t o I n t e r s t a t e 9 0  Ro u s e A v e n u e – O a k S t r e e t t o G r i f f i n D r i v e  So u t h 1 9 th A v e n u e – C o l l e g e S t r e e t t o K a g y B o u l e v a r d  So u t h 1 1 th A v e n u e – C o l l e g e S t r e e t t o G r a n t S t r e e t Th e f o l l o w i n g r o a d w a y s a r e p r o j e c t e d t o a p p r o a c h ( 0 . 8 5 ≤ v / c < 1. 0 0 ) – r e f e r t o Fi g u r e 3 . 2 :  Ba x t e r L a n e – N o r t h 2 7 t h A v en u e t o N o r t h 1 9 t h A v e n u e  Co l l e g e S t r e e t – S o u t h 1 5 th A v e n u e t o S o u t h 1 1 th A v e n u e  Du r s t o n R o a d – N o r t h 2 7 t h A v en u e t o N o r t h 2 5 t h A v e n u e BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 82 FINAL  Du r s t o n R o a d – N o r t h 1 5 t h A v en u e t o N o r t h 1 1 t h A v e n u e  Go o c h H i l l R o a d – H u f f i n e L a n e t o S t u c k y R o a d  Hu f f i n e L a n e – F o w l e r A v e nu e t o N o r t h 1 9 t h A v e n u e  Ka g y B o u l e v a r d – N o r t h 7 t h A v e n u e t o T r a c y A v e n u e  Ma i n S t r e e t – N o r t h 1 9 t h A v e n u e t o N o r t h 7 t h A v e n u e  No r t h 7 t h A v e n u e – I n t e r s t a t e 9 0 t o O a k S t r e e t  Oa k S t r e e t – N o r t h 2 7 t h A v en u e t o N o r t h 1 9 t h A v e n u e  Oa k S t r e e t – N o r t h 1 9 t h A v e n u e t o N o r t h 7 t h A v e n u e / W a l m a r t A p p r oa c h  Pe a c h S t r e e t – N o r t h 7 t h A ve n u e t o N o r t h 5 t h A v e n u e  So u t h 1 9 th A v e n u e – C o l l e g e S t r e e t t o M a i n S t r e e t  So u t h 1 9 t h A v e n u e – K a g y B o u l e v a r d t o G r a f S t r e e t  So u t h 1 1 th A v e n u e – C o l l e g e S t r e e t t o B a b c o c k S t r e e t  St u c k y R o a d – S o u t h 1 9 th A v e n u e t o W a g o n W h e e l R o a d  Wi l l s o n A v e n u e – G a r f i e l d S t r e e t t o B a b c o c k S t r e e t Th e f o l l o w i n g i n t e r s e c t i o n s a r e p ro j e c t e d t o e x p e r i e n c e a L O S o f D o r w o r s e b y t h e y e a r 2 0 4 0 : Si g n a l i z e d ( s e e Ta b l e 3 . 1 a n d Fi g u r e 3 . 3 )  Fo w l e r A v e n u e a n d H u f f i n e L a n e ( I D 0 4 )  So u t h 1 9 th A v e n u e a n d G a r f i e l d S t r e e t ( I D 0 5 )  No r t h 7 th A v e n u e a n d G r i f f i n D r i v e ( I D 0 8 )  Hi g h l a n d B o u l e v a r d a n d M a i n S t r e e t ( I D 1 7 )  So u t h 1 1 th A v e n u e a n d K a g y B o u l e v a r d ( I D 2 7 )  No r t h 1 9 th A v e n u e a n d I - 9 0 E B R a m p ( I D 3 4 )  No r t h 1 9 th A v e n u e a n d I - 9 0 W B R a m p ( I D 3 5 )  No r t h 1 9 th A v e n u e a n d O a k S t r e e t ( I D 3 7 )  No r t h 1 9 th A v e n u e a n d D u r s t o n R o a d ( I D 3 8 )  No r t h 7 th A v e n u e a n d D u r s t o n / P e a c h ( I D 3 9 )  19 t h A v e n u e a n d M a i n S t r e e t ( I D 4 0 )  So u t h 1 9 th A v e n u e a n d B a b c o c k S t r e e t ( I D 4 2 )  So u t h 1 9 th A v e n u e a n d C o l l e g e S t r e e t ( I D 4 4 ) BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 83 FINAL  So u t h 1 9 th A v e n u e a n d G r a f S t r e e t ( I D 4 5 )  Co t t o n w o o d R o a d a n d D u r s t o n R o a d ( I D 5 0 )  Co t t o n w o o d R o a d a n d B a b c o c k S t r e e t ( I D 5 4 )  No r t h 1 9 th A v e n u e a n d B a x t e r L a n e ( I D 5 5 )  No r t h 7 th A v e n u e a n d O a k S t r e e t ( I D 5 7 )  No r t h 2 7 th A v e n u e a n d O a k S t r e e t ( I D 5 9 )  So u t h 1 9 th A v e n u e a n d K a g y B o u l e v a r d ( I D 6 2 ) Un s i g n a l i z e d ( s e e Ta b l e 3 . 2 a n d Fi g u r e 3 . 3 )  Fe r g u s o n A v e n u e a n d B a b c o c k S t r e e t ( I D 0 1 )  Fo w l e r A v e n u e a n d B a b c o c k S t r e e t ( I D 0 2 )  So u t h 1 9 th A v e n u e a n d G o l d e n s t e i n L a n e ( I D 0 7 )  Ma n e l y R o a d a n d G r i f f i n D r i v e ( I D 0 9 )  St o r y M i l l R o a d a n d B r i d g e r D r i v e ( I D 1 1 )  Wi l l s o n A v e n u e a n d P e a c h S t r e e t ( I D 1 2 )  Ha g g e r t y L a n e a n d M a i n S t r e e t ( I D 1 8 )  Wi l l s o n A v e n u e a n d C o l l e g e S t r e e t ( I D 1 9 )  Hi g h l a n d B o u l e v a r d a n d E l l i s S t r e e t ( I D 2 0 )  So u r d o u g h R o a d a n d K a g y B o u l e v a r d ( I D 2 1 )  Hi g h l a n d B o u l e v a r d a n d K a g y B o u l e v a r d ( I D 2 2 )  So u t h 1 1 th A v e n u e a n d C o l l e g e S t r e e t ( I D 2 4 )  So u t h 1 1 th A v e n u e a n d G r a n t S t r e e t ( I D 2 5 )  So u t h 1 1 th A v e n u e a n d L i n c o l n S t r e e t ( I D 2 6 )  So u t h 8 th A v e n u e a n d C o l l e g e S t r e e t ( I D 2 8 )  So u t h 7 th A v e n u e a n d G r a n t S t r e e t ( I D 2 9 )  Va l l e y C e n t e r S p u r a n d V a l l e y C e n t e r R o a d ( I D 3 2 )  Ha r p e r P u c k e t t R o a d a n d B a x t e r L a n e ( I D 4 6 )  Fl a n d e r s M i l l R o a d a n d B a x t e r L a n e ( I D 4 7 )  Fe r g u s o n A v e n u e a n d D u r s t o n R o a d ( I D 5 2 )  Fo w l e r A v e n u e a n d D u r s t o n R o a d ( I D 5 3 )  No r t h 7 th A v e n u e a n d B a x t e r L a n e ( I D 5 6 ) BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 84 FINAL  Da v i s S t r e e t a n d O a k S t r e e t ( I D 6 0 ) 5. 3 . S AF E T Y Id e n t i f i c a t i o n o f p o s s i b l e s a f e t y c o n c e r n s c a n b e a p p r o a c h e d i n m u l t i p l e w a y s . F i r s t l y , o v e r a l l c r a s h d e n s i t y , a s s h o w n i n Figures 4.2 and 4.3 , ca n b e u s e d t o i d e n t i f y p o s s i b l e lo c a t i o n s w i t h c r a s h c o n c e r n s . T h i s a p p r o a c h , h o w e v e r , d o e s n o t t a k e t h e a m o u n t o f t r a f f i c i n to account. Ac c o r d i n g l y , t h e s e c o n d m e t h o d i s t o u s e t h e i n t e r s e c t i o n c r a s h s e v e r i t y r a t e a s p r e s e n t e d i n Ta b l e 4 . 2 . T h i s m e t h o d d o e s n o t a c c o u n t f o r cr a s h e s t h a t m a y b e o c c u r r i n g a w a y f r o m i n t e r s e c t i o n s . T h i s l e a ds t o t h e t h i r d a p p r o a c h , p l o t t i ng t h e s p a t i a l e x t e n t o f s e v e r e crashes as in Fi g u r e 4 . 1 1 . A c o m b i n a t i o n o f t h e s e t h r e e m e t h o d s c a n i d e n t i f y l o c a t i o n s w it h p o s s i b l e s a f e t y c o n c e r n s . 5. 3 . 1 . Cr a s h D e n s i t y In r e f e r e n c e t o Fi g u r e s 4 . 2 a n d 4. 3 , t h e a r e a s w i t h h i g h c r a s h d e n s i t y ( n u m b e r o f c r a s h e s o c c u r r i n g i n a g i v e n a r e a d u r i n g t h e c r a s h a n a l y s i s pe r i o d ) t e n d t o f o l l o w t h e m a j o r r o u t e s t h r o u g h o u t t h e s t u d y a r ea . S p e c i f i c a r e a s t h a t h a v e h i g h c r a s h d e n s i t i e s a r e :  No r t h 1 9 th A v e n u e a n d B a x t e r L a n e ,  No r t h 1 9 th A v e n u e a n d O a k S t r e e t ,  No r t h 7 th A v e n u e a n d O a k S t r e e t ,  We s t o f 1 5 th A v e n u e a n d M a i n S t r e e t ,  No r t h 7 th A v e n u e a n d M e n d e n h a l l ,  3 rd A v e n u e a n d M a i n S t r e e t , a n d  Wi l l s o n A v e n u e a n d B a b c o c k S t r e e t . Ea c h o f t h e s e l o c a t i o n s h a s m o r e t h a n 3 5 c r a s h e s p e r 5 0 0 b y 5 0 0 -f o o t a r e a d u r i n g t h e c r a s h a n a l y s i s p e r i o d . A d d i t i o n a l l y , e a c h of these lo c a t i o n s a r e a l o n g r o a d s w i t h h ig h t r a f f i c v o l u m e s , t h e r e f o r e , m o r e c r a s h e s a r e e x p e c t e d . 5. 3 . 2 . In t e r s e c t i o n C r a s h S e v e r i t y R a t e Th e i n t e r s e c t i o n c r a s h s e v e r i t y r a t e , a s p r e s e n t e d i n Se c t i o n 4 . 1 . 5 a c c o u n t s f o r t h e e x p o s u r e o r t r a f f i c v o l u m e a t a g i v e n l o c a t i o n. For ex a m p l e , a n i n t e r s e c t i o n w i t h a h i g h n u m b e r o f P D O c r a s h e s a n d a h i g h t r a f f i c v o l u m e w o u l d h a v e a l o w s e v e r i t y r a t e . A l t e r n a t e ly, an in t e r s e c t i o n w i t h a f a t a l c r a s h a n d l o w t r a f f i c v o l u m e w o u l d h a ve a h i g h s e v e r i t y r a t e . Ta b l e 5 . 1 p r e s e n t s t h e i n t e r s e c t i o n s w i t h c r a s h s e v e r i t y ra t e s g r e a t e r t h a n 1 . 0 0 . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 85 FINAL Ta b l e 5 . 1 : H i g h C r a s h S e v e r i t y L o c a t i o n s ID In t e r s e c t i o n Cr a s h R a t e Se v e r i t y I n d e x Se v e r i t y R a t e 01 Fe r g u s o n A v e n u e a n d B a b c o c k 0. 7 0 1. 8 9 1. 3 2 07 19 th A v e n u e a n d G o l d e n s t e i n L a n e 0 . 5 8 2 . 4 4 1 . 4 1 11 St o r y M i l l R o a d a n d B r i d g e r D r i v e 0. 3 7 3. 2 0 1. 2 0 12 Wi l l s o n A v e n u e a n d P e a c h S t r e e t 0 . 7 2 1 . 9 1 1 . 3 8 15 Wi l s o n A v e n u e a n d B a b c o c k S t r e e t 0. 7 4 1. 7 6 1. 3 0 31 Va l l e y C e n t e r S p u r a n d F r o n t a g e R o a d 1 . 1 6 2 . 6 8 3 . 1 1 36 19 th A v e n u e a n d T s c h a c h e W a y 0. 5 1 1. 9 6 1. 0 0 55 19 th A v e n u e a n d B a x t e r L a n e 0 . 5 5 2 . 0 5 1 . 1 3 57 7 th A v e n u e a n d O a k S t r e e t 0. 6 8 1. 6 7 1. 1 4 5. 3 . 3 . Se v e r e C r a s h L o c a t i o n s Pl o t t i n g t h e l o c a t i o n o f s e v e r e c r a s h e s , t h o s e r e s u l t i n g i n a f at a l o r i n c a p a c i t a t i n g i n j u r y , m ay r e v e a l l o c a t i o n s w i t h s a f e t y concerns. These lo c a t i o n s m a y n o t b e a p p a r e n t t h ou g h t h e p r e v i o u s t w o a n a l y s i s te c h n i q u e s d u e t o t h e l o c a t i o n n ot b e i n g a t a n i n t e r s e c t i o n o r at a location wi t h a h i g h n u m b e r o f n o n - i n j u r y c r a s h e s . T h e f o l l o w i n g l o c a t i o ns w e r e i d e n t i f i e d b a s e d o n t h e n u m b e r o f s e v e r e c r a s h e s o c c u r r ing at the lo c a t i o n :  In t e r s t a t e 9 0 w e s t o f t h e E a s t M a i n i n t e r c h a n g e ,  In t e r s t a t e 9 0 w e s t o f t h e V a ll e y C e n t e r S p u r o v e r p a s s ,  In t e r s e c t i o n o f V a l l e y C e n t e r S p u r a n d F r o n t a g e R o a d ,  Th e c h i c a n e o n D u r s t o n R o a d w e s t o f L a u r e l P a r k w a y , a n d  In t e r s e c t i o n o f C o t t o n w o o d R o a d a n d S t u c k y R o a d . 5. 3 . 4 . Su m m a r y Ea c h o f t h e t h r e e p r e v i o u s m e t h o d s i d e n t i f i e d l o c a t i o n s a n d i n t er s e c t i o n w i t h p o s s i b l e c r a s h c o n ce r n s . S o m e o f t h e i n t e r s e c t i o ns were listed in t w o o f t h e t h r e e l i s t s , t h e s e i n c l u d e :  No r t h 1 9 th A v e n u e a n d B a x t e r L a n e ,  No r t h 7 th A v e n u e a n d O a k S t r e e t ,  Wi l l s o n A v e n u e a n d B a b c o c k S t r e e t , a n d  Va l l e y C e n t e r S p u r a n d F r o n t a g e R o a d . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 86 FINAL Ad d i t i o n a l l y , t h e s e v e r e c r a s h c lu s t e r s o n I n t e r s t a t e 9 0 a n d a t t h e c h i c a n e o n D u r s t o n R o a d r e p r e s e n t p o s s i b l e s a f e t y c o n c e r n s . Both of the se v e r e c r a s h c l u s t e r s o n I n t e r s t at e 9 0 a r e l o c a t e d a t o r n e a r a b r i d g e s t r u c t u r e . T h e c h i c a n e o n D u r s t o n R o a d i s a s u d d e n t r a n sition from a ru r a l t o a n u r b a n a r e a w i t h p o o r s i g h t l i n e s a n d c o m p l i c a t e d r o a d g e o m e t r y . 5. 3 . 5 . Pe d e s t r i a n s a n d B i c y c l i s t s Bi c y c l e a n d p e d e s t r i a n c r a s h d a t a a r e p a r t o f t h e s a m e d a t a s e t a s t h e v e h i c u l a r c r a s h d a t a . A l l p e d e s t r i a n c r a s h e s h a v e t h e r eported crash ty p e l i s t e d a s p e d e s t r i a n . B i c y c le c r a s h e s , h o w e v e r , c o u l d b e l is t e d a s r i g h t a n g l e , s i d e s w i p e , e t c . c r a s h e s . P e d e s t r i a n a n d b icycle crash data ar e t y p i c a l l y u n d e r r e p o r t e d a s ma n y m i n o r c o l l i s i o n s t h a t d o n o t i n v o l v e i n j u r y o r s i g n i f i c a n t p ro p e r t y d a m a g e a r e u n l i k e l y t o be reported to th e p o l i c e . C r a s h d a t a w e r e r e v i e w e d f o r t h e f i v e y e a r p e r i o d b et w e e n J a n u a r y 1 s t , 2 0 1 0 t o D e c e m be r 3 1 s t , 2 0 1 4 a n d s o m e i n t e r e sting tr e n d s n o t e d a s f o l l o w s ( r e f e r t o Fi g u r e 4 . 1 2 f o r a c o m p l e t e s u m m a r y ) :  Th e r e w e r e 8 8 c r a s h e s i n v o l v i n g b i c y c l i s t s , a n d 4 7 c r a s h e s i n v o lv i n g p e d e s t r i a n s , i n t h e a n a l y s i s p e r i o d .  Of t h e 1 3 5 t o a t a l b i c y c l e a n d p e d e s t r i a n c r a s h e s i n t h e a n a l y s i s p e r i o d , 1 6 c r a s h e s ( 1 2 % ) r e s u l t e d i n i n c a p a c i t a t i n g o r f a t a l injuries.  78 % o f b i c y c l e c r a s h e s , a n d 6 4 % o f p e d e s t r i a n c r a s h e s , o c c u r r e d a t i n t e r s e c t i o n s o r d r i v e w a y s .  23 % o f b i c y c l e c r a s h e s o c c u r r e d w i t h i n a b i c y c l e l a n e .  19 % o f p e d e s t r i a n c r a s h e s i n v o l ve d i m p a i r e d p e d e s t r i a n s . Th e v a s t m a j o r i t y o f p e d e s t r i a n an d b i c y c l e i n v o l v e d c r a s h e s o c cu r a t i n t e r s e c t i o n o r d r i v e w a y s ; e s s e n t i a l l y , p l a c e s w h e r e v e h icle turning mo v e m e n t s c o n f l i c t . M o s t o f t h e s e i n t e r s e c t i o n a r e o n B o z e m a n ’ s a r t e r i a l a n d c o l l e c t o r s y s t e m . M a n y c r a s h e s a r e o c c u r r i n g d u e to impaired dr i v i n g / i m p a i r e d w a l k i n g . T h e c r a s h d a t a i n d i c a t e a f o c u s o n in t e r s e c t i o n s a f e t y m a y y i e l d r e du c t i o n s i n t h e n u m b e r o f f u t u r e crashes. Ad d i t i o n a l l y , a s s o f e w p e d e s t r i a n a n d b i c y c l e c r a s h e s o c c u r o n l o c a l s t r e e t s , t h e y m a y b e a n o t h e r p l a c e t o i n v e s t f u t u r e i m p r ovements such as b i c y c l e b o u l e v a r d s a n d a r t e r ia l c r o s s i n g i m p r o v e m e n t s f o r p e de s t r i a n s a n d b i c y c l i s t s . 5. 4 . A LT E R N A T I V E T RA N S P O R T A T I O N M OD E S 5. 4 . 1 . Pe d e s t r i a n Bo z e m a n C i t y r e s i d e n t s h a v e a d e ve l o p e d p e d e s t r i a n s y s t e m ( s e e Fi g u r e 2 . 5 f o r E x i s t i n g P e d e s t r i a n C o n d it i o n s ) , b u t t h e r e a r e s t i l l op p o r t u n i t i e s p r e s e n t f o r a d v a n c e m en t . T h r o u g h t h e e x i s t i n g c o n di t i o n s a n a l y s i s a n d p u b l i c i n v o l v e m e n t t h e m a i n t h e m e s o f p e d e strian pr o b l e m s a r e s u m m a r i z e d b e l o w :  La c k o f A D A c o m p a t i b l e c u r b r a m p s t h r o u g h o u t m u c h o f t h e c i t y .  Ol d , d e t e r i o r a t i n g s e c t i o n s o f s i d e w a l k .  La c k o f v e g e t a t i o n m a i n t e n a n c e . BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 87 FINAL  Sn o w r e m o v a l i n w i n t e r .  Lo n g s t a n d i n g g a p s i n t h e p e d e s t r i a n n e t w o r k .  Sh o r t - t e r m g a p s i n t h e p e d e s t r i a n n e t w o r k i n n e w d e v e l o p m e n t a r ea s b y p i e c e m e a l b u i l d i n g .  Di f f i c u l t c r o s s i n g l o c a t i o ns o f m a j o r s t r e e t s .  La r g e d i s t a n c e s b e t w e e n l e g a l c r o s s i n g s o f m a j o r s t r e e t s  La c k o f f u l l i n t e g r a t i o n w i t h t r an s i t – s i d e w a l k c o n n e c t i o n s , s he l t e r s . 5. 4 . 2 . Bi c y c l e Pe o p l e t h a t b i c y c l e m a k e u p a d i v er s e g r o u p w i t h w i d e l y v a r y i n g n e e d s a n d p r e f e r e n c e s . A s o l u t i on f o r s o m e w i l l s t i l l l e a v e o t hers unserved. Fo r e x a m p l e , t h e c o n s t r u c t i o n o f b i k e l a n e s w i l l b e a b o o n t o c on f i d e n t c y c l i s t s a n d t h o s e t h a t p re f e r d i r e c t r o u t e s w i t h f e w interruptions, ho w e v e r l e s s c o n f i d e n t b i c y c l i s ts w i l l n o t f e e l c o m f o r t a b l e n e x t t o v e h i c l e t r a f f i c a n d w i l l p r e f er a s e p a r a t e d p a t h w a y o r a p arallel lower traffic ro u t e . C o n v e r s e l y , a s h a r e d - u s e p a t h w i l l e n c o u r a g e l e s s c o n f i d en t c y c l i s t s a n d o t h e r r e c r e a t i o n a l u s e r s , b u t i f i t i s t h e s o l e bicycle facility co n f i d e n t c y c l i s t s w i l l p r e f e r t o r i d e i n t h e u n i m p r o v e d r o a d w a y, a w a y f r o m s l o w m o v i n g p e d e s t r i a n s a n d c o m p l i c a t e d c r o s s i n g s of roads an d d r i v e w a y s . T o m e e t t h e n e e d s o f a l l c y c l i s t s , a b a l a n c e d a p pr o a c h t o s o l v i n g b i c y c l e f a ci l i t y c o n c e r n s i s r e q u i r e d . Th e C i t y o f B o z e m a n h a s s e e n a r a p i d i n c r e a s e i n b i c y c l e f a c i l i ti e s i n r e c e n t y e a r s ( s e e Fi g u r e 2 . 4 f o r E x i s t i n g B i c y c l e C o n d i t i o n s ) . M a n y o f th e e a s t - w e s t a r t e r i a l s t o t h e n or t h s i d e o f M a i n S t r e e t h a v e h ad b i c y c l e l a n e s i n s t a l l e d i n c l u d in g D u r s t o n R o a d , O a k S t r e e t , Babcock Street, Ba x t e r L a n e , F e r g u s o n A v e a n d o th e r s . S h a r e d u s e p a t h c o r r i d o r s h a v e a l s o b e e n d e v e l o p e d a n d e x p a n d e d i n c l u d i n g t h e N o r t h 1 9 th Avenue co r r i d o r , t h e H i g h l a n d B o u l e v a r d c or r i d o r , a n d a l o n g W e s t C o l l e ge S t r e e t . T h r o u g h t h e e x i s t i n g co n d i t i o n s a n a l y s i s a n d p u b l i c involvement th e m a i n t h e m e s o f b i c y c l e p r o bl e m s a r e s u m m a r i z e d b e l o w :  Bi k e l a n e s n o t a v a i l a b l e o n a l l a r t e r i a l r o u t e s i n c l u d i n g : o No r t h R o u s e A v e n u e o Ka g y B o u l e v a r d o Hu f f i n e / M a i n S t r e e t o No r t h 7 th A v e n u e o No r t h a n d S o u t h 1 9 th A v e n u e o Co t t o n w o o d R o a d o Da v i s L a n e o Wi l l s o n A v e n u e o Co l l e g e S t r e e t o So u t h 8 t h A v e n u e BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 88 FINAL o Va l l e y C e n t e r D r i v e  Ex i s t i n g b i k e l a n e n e t w o r k h a s n u m e r o u s g a p s .  Ma n y u n i m p r o v e d r o a d w a y s h a v e n o s h o u l d e r .  Bi k e l a n e s a n d s h o u l d e r s c o v e r e d i n d e b r i s .  Pa v e m e n t q u a l i t y i n c l u d i n g p o t h o l e s a n d c r a c k i n g o n m a n y b i k e r ou t e s .  Di f f i c u l t c r o s s i n g s o f m a j o r r o a dw a y s a t u n s i g n a l i z e d i n t e r s e c t io n s a l o n g h i g h d e s i r e c o r r i d o r s i n c l u d i n g : o We s t K o c h S t r e e t a n d S o u t h 1 9 t h A v e n u e o We s t K o c h S t r e e t a n d S o u t h 1 1 t h A v e n u e o We s t L a m m e S t r e e t a n d N o r t h 7 t h A v e n u e o We s t L a m m e S t r e e t a n d N o r t h R o u s e A v e n u e o We s t C o l l e g e S t r e e t a n d S o u t h W i l l s o n A v e n u e  So m e b i k e l a n e s a r e n o t r o u t i n e l y p l o w e d i n w i n t e r .  Sh o r t a g e o r l a c k o f b i c y c l e p a r k in g a t b i c y c l i s t s ’ d e s t i n a t i o n .  Sh o r t a g e o r l a c k o f b i c y c l e p a r k i n g a t m a j o r t r a n s i t s t o p s .  Sh o r t a g e o r l a c k o f w a y f i n d i n g s ig n a g e o n b i c y c l e r o u t e s t o m a j or d e s t i n a t i o n s .  Sh o r t a g e o r l a c k o f b i c y c l e l a n e s t o D o w n t o w n B o z e m a n ( M a i n S t r ee t , M e n d e n h a l l S t r e e t a n d B a b c o c k S t r e e t ) .  Sh o r t a g e o r l a c k o f b i c y c l e l a n e s t o M o n t a n a S t a t e U n i v e r s i t y .  Sh o r t a g e o r l a c k o f d e d i c a t e d b i cy c l e f a c i l i t i e s a l o n g h i g h p r o fi l e r o u t e s s u c h a s B o z e m a n - B e l g ra d e , a n d B o z e m a n - F o u r C o r n e r s .  Ge n e r a l p e r c e p t i o n o f l a c k o f s a f et y f o r a d u l t s a n d c h i l d r e n .  Ge n e r a l p e r c e p t i o n o f l a c k o f a d e qu a t e b i c y c l e c o n n e c t i o n s f r o m n e w r e s i d e n t i a l a r e a s t o c o m m e r c i a l a r e a s .  Ne e d f o r b e t t e r e d u c a t i o n f o r b i c y c l i s t s a n d m o t o r i s t s . 5. 4 . 3 . Tr a n s i t St r e a m l i n e p l a n s f o r i n c r e a s e d r i d e r s h i p a s m o r e p e o p l e u s e t h e s e r v i c e a n d a s f u n d i n g a l l o w s f o r t h e i n c r e a s e o f s e r v i c e s t h r ough increased da i l y h o u r s a n d e x p a n d e d w e e k e n d s e r v i c e . S t r e a m l i n e w o r k s v e r y c l o s e l y w i t h a v a r i e t y o f p a r t n e r s t o d e t e r m i n e n e e d s a n d c h a n ges. The fo l l o w i n g a r e a s o f c o n c e r n h a v e b e en i d e n t i f i e d t h r o u g h p r i o r t ra n s i t p l a n n i n g a n d p u b l i c f e e d b a c k a s s o c i a t e d w i t h t h i s c i t y w i de planning pr o c e s s . 5 . 4 . 3 . 1 S e r v i c e G a p s  Hi g h e r s e r v i c e f r e q u e n c y  Un s e r v e d p o r t i o n s o f B o z e m a n BO Z E M A N TM P TR A N S P O R T A T I O N M A S T E R P L A N Ma y 2 3 , 2 0 1 6 89 FINAL o No r t h e a s t t r a i l e r p a r k s o So u t h o f c a m p u s o Bu s i n e s s p a r k s o u t h w e s t o f c a m p u s h o s t i n g R i g h t N o w T e c h n o l o g i e s , o n e o f t h e l a r g e s t e m p l o y e r s o Ne w g r o w t h a r e a s i n n o r t h w e s t  Un d e r s e r v e d a r e a s 5 . 4 . 3 . 2 I n f o r m a t i o n G a p s  La c k o f k n o w l e d g e i n t h e c o m m u n i t y r e g a r d i n g S t r e a m l i n e .  Di f f i c u l t y a m o n g s o m e p o t e n t i a l u se r s i n u n d e r s t a n d i n g t i m e t a b le s a n d p l a n n i n g t r i p s . 5 . 4 . 3 . 3 R e s o u r c e G a p s  La c k o f b e n c h e s a n d b u s s h e l t e r s  Bu s s t o p i n t e r a c t i o n w i t h d e v e l o p m e n t  Bu s s t o p p l a c e m e n t  Bu s s t o p e l e m e n t s BOZEMANTMP TRANSPORTATION MASTER PLAN Appendix A EXISTING INTERSECTION LEVEL OF SERVICE (LOS) Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 3/16/2016Report File: F:\...\Existing AM.pdf Scenario 1: Existing - AMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP B14.10.496NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 A7.80.308SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B11.90.299EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B13.50.226WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 F81.00.318EB LeftHCM 2010Two-way stop13 - Rouse Avenue / Peach Street13 B14.50.027NB ThruHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 C17.60.027NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B12.90.255EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 D28.30.386SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 B13.40.507WB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 C21.40.086WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 B12.20.435EB LeftHCM 2010Signalized06 - 19th Avenue / Stucky Road6 B13.00.348EB LeftHCM 2010Signalized05 - 19th Avenue / Garfield Street5 C25.80.367WB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 B15.40.443SB LeftHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 C20.50.186NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F50.60.297WB LeftHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C28.10.474EB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 C20.80.452EB ThruHCM 2010Signalized38 - 19th Avenue / Durston Road40 C27.60.512EB ThruHCM 2010Signalized37 - 19th Avenue / Oak Street39 C27.50.361WB LeftHCM 2010Signalized36 - 19th Avenue / Tschache Way38 B12.70.481NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 E41.50.183SEB LeftHCM 2010Two-way stop34 - 19th Avenue / I-90 EB Ramp36 C19.40.222SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 C18.80.326SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 C15.90.172NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 F87.20.038NB LeftHCM 2010Two-way stop30 - 7th Avenue / Kagy Boulevard32 A9.2WB LeftHCM 2010All-way stop29 - 7th Avenue / Grant Street31 B12.9WB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 C22.60.519WB ThruHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 B11.2EB RightHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 B10.6SB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 C15.3EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F72.70.036NB LeftHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F78.20.491NB LeftHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 E35.10.082WB ThruHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 E45.40.011WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F78.90.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with E46.60.701SB LeftHCM 2010Two-way stop60 - Davis Lane / Oak Street63 D25.90.112SB LeftHCM 2010Two-way stop59 - 27th Avenue / Oak Street62 B18.10.258WB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 C21.90.522WB ThruHCM 2010Signalized57 - 7th Avenue / Oak Street60 D25.40.636EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 C24.00.558WB LeftHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 C17.00.160WB LeftHCM 2010Two-way stop54 - Cottonwood Road / Babcock Street56 B14.60.023NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 C17.9EB ThruHCM 2010All-way stop52 - Ferguson Avenue / Durston Road54 D26.30.278SB LeftHCM 2010Two-way stop51 - Flanders Mill Road / Durston Road53 B19.40.526EB ThruHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B10.6SB LeftHCM 2010All-way stop49 - Laurel Parkway / Durston Road51 F54.6EB ThruHCM 2010All-way stop48 - Davis Lane / Baxter Lane50 B13.70.070NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 B11.00.101SB LeftHCM 2010Two-way stop46 - Harper Puckett Road / Baxter Lane48 C17.40.152EB LeftHCM 2010Two-way stop45 - 19th Avenue / Graf Street47 C20.50.431EB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 A9.60.305EB RightHCM 2010Signalized43 - 19th Avenue / Koch Street45 A0.00.000HCM 2010Signalized42 - 19th Avenue / Babcock Street44 B14.40.319SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 D44.60.523NB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C27.00.650SWB ThruHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 B14.80.471WB LeftHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B14.50.360EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 4 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.297Volume to Capacity (v/c): FLevel Of Service: 50.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 5050Pedestrian Volume [ped/h] 54433393881912516764921917Total Analysis Volume [veh/h] 131182322531291912554Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.79700.79700.79700.79700.79700.79700.79700.79700.79700.79700.79700.7970Peak Hour Factor 43342677731610428634118214Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 7.000.000.000.000.000.000.000.900.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 43342677731610428634118214Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 9.82d_I, Intersection Delay [s/veh] DEAAApproach LOS 26.1439.131.000.51d_A, Approach Delay [s/veh] 25.2625.2628.40113.29113.29113.2963.6263.6263.6227.6527.6527.6595th-Percentile Queue Length [ft] 1.011.011.144.534.534.532.542.542.541.111.111.1195th-Percentile Queue Length [veh] BCFDEEAAAAAAMovement LOS 12.9823.9250.5633.4243.0149.130.000.007.950.000.008.49d_M, Delay for Movement [s/veh] 0.070.190.300.170.390.120.000.010.060.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.186Volume to Capacity (v/c): CLevel Of Service: 20.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 009Pedestrian Volume [ped/h] 1701351922758456Total Analysis Volume [veh/h] 423448692114Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.89400.89400.89400.89400.89400.8940Peak Hour Factor 1581261792567550Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.600.800.000.400.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1581261792567550Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 3.85d_I, Intersection Delay [s/veh] AACApproach LOS 3.890.0016.62d_A, Approach Delay [s/veh] 0.0010.640.000.0032.8832.8895th-Percentile Queue Length [ft] 0.000.430.000.001.321.3295th-Percentile Queue Length [veh] AAAABCMovement LOS 0.008.800.000.0014.0020.54d_M, Delay for Movement [s/veh] 0.000.120.000.000.130.19V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.443Volume to Capacity (v/c): BLevel Of Service: 15.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 131559924215214330Total Analysis Volume [veh/h] 33140231545482Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.90500.90500.90500.90500.90500.9050Peak Hour Factor 122522862201202311Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.802.501.901.504.500.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122522862201202311Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 065650030Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 060600015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 37.6183.83158.18112.93205.83330.8395th-Percentile Queue Length [ft] 1.503.356.334.528.2313.2395th-Percentile Queue Length [veh] 20.8946.5787.8862.74117.10211.5650th-Percentile Queue Length [ft] 0.841.863.522.514.688.4650th-Percentile Queue Length [veh] NoNoYesNoNoYesCritical Lane Group AAABDDLane Group LOS 5.335.796.7912.0836.8447.72d, Delay for Lane Group [s/veh] 0.120.230.380.370.660.88X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.220.220.451.782.3311.34d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.20k, delay calibration 5.105.576.3410.3034.5136.38d1, Uniform Delay [s] 109924212435584323377c, Capacity [veh/h] 16023529355085115451804s, saturation flow rate [veh/h] 0.080.160.260.250.140.18(v / s)_i Volume / Saturation Flow Rate 0.690.690.690.690.210.21g / C, Green / Cycle 656565652020g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.79 5.79 5.3347.72d_M, Delay for Movement [s/veh]12.0836.84 AA ADMovement LOS BD 5.707.79d_A, Approach Delay [s/veh]43.44 AAApproach LOS D 15.36d_I, Intersection Delay [s/veh] BIntersection LOS 0.443Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 12 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.367Volume to Capacity (v/c): CLevel Of Service: 25.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 274717344733213922997849168Total Analysis Volume [veh/h] 7118286183510572421242Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.86500.86500.86500.86500.86500.86500.86500.86500.86500.86500.86500.8650Peak Hour Factor 244206307654193419884742145Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 4.203.100.001.302.700.000.000.500.000.000.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 244206307654193419884742145Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0530053003700370Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0150015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 202.29204.436.76293.86297.2118.4744.0945.2738.662.5015.4979.8195th-Percentile Queue Length [ft] 8.098.180.2711.7511.890.741.761.811.550.100.623.1995th-Percentile Queue Length [veh] 114.54116.083.75182.95185.5210.2624.5025.1521.481.398.6144.3450th-Percentile Queue Length [ft] 4.584.640.157.327.420.410.981.010.860.060.341.7750th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoNoNoYesCritical Lane Group CCDDCCAAAAABLane Group LOS 29.2829.2339.4435.3732.5433.956.976.958.876.316.5011.22d, Delay for Lane Group [s/veh] 0.520.520.050.820.790.100.120.110.110.010.040.24X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.890.870.174.131.600.200.210.200.260.010.060.81d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 28.3928.3739.2731.2530.9433.756.766.758.626.306.4310.41d1, Uniform Delay [s] 4744831324189232121126118587610121191700c, Capacity [veh/h] 1808184373515943522914179718911378161519001113s, saturation flow rate [veh/h] 0.140.140.010.220.210.020.070.070.070.000.030.15(v / s)_i Volume / Saturation Flow Rate 0.260.260.260.260.260.260.630.630.630.630.630.63g / C, Green / Cycle 232323232323575757575757g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 32.54 35.3733.95 39.44 29.2829.256.9711.22 6.50d_M, Delay for Movement [s/veh]6.966.31 8.87 C DC CDCAAMovement LOS B AAA 33.46 29.40d_A, Approach Delay [s/veh]7.4710.02 C CApproach LOS B A 25.79d_I, Intersection Delay [s/veh] CIntersection LOS 0.367Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.348Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1511Bicycle Volume [bicycles/h] 0041Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 351496162836587854910662267Total Analysis Volume [veh/h] 932154791419612216667Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 31128542253253720459607245Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.600.000.000.000.800.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31128542253253720459607245Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0350723500722406113Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0450904500903009030Maximum Green [s] 0300453000451004510Minimum Green [s] --------Lead--LeadLead / Lag 6,8Auxiliary Signal Groups 040680061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 18 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 50.899.51114.8828.5939.53274.26279.0919.07211.39212.19136.8195th-Percentile Queue Length [ft] 2.040.384.601.141.5810.9711.160.768.468.495.4795th-Percentile Queue Length [veh] 28.275.2963.8215.8821.96167.98171.6510.59121.14121.7276.0150th-Percentile Queue Length [ft] 1.130.212.550.640.886.726.870.424.854.873.0450th-Percentile Queue Length [veh] NoNoYesNoNoNoNoNoNoNoYesCritical Lane Group CDACDBBABBBLane Group LOS 34.9036.573.3334.3138.5216.3416.297.5214.0514.0412.54d, Delay for Lane Group [s/veh] 0.120.020.460.060.100.410.410.080.310.310.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.120.031.120.050.131.201.160.060.760.763.03d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.110.500.500.50k, delay calibration 34.7736.542.2134.2538.3915.1415.137.4613.2813.289.51d1, Uniform Delay [s] 41637213464753491024105261210721078551c, Capacity [veh/h] 166514031583190013731834188589618681879821s, saturation flow rate [veh/h] 0.030.010.390.010.030.230.230.050.180.180.33(v / s)_i Volume / Saturation Flow Rate 0.250.250.850.250.250.560.560.670.570.570.67g / C, Green / Cycle 30301023030676780696980g_i, Effective Green Time [s] 3.003.000.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 34.31 3.3338.52 36.57 34.9034.9016.3412.54 14.04d_M, Delay for Movement [s/veh]16.3114.05 7.52 C AD CDCBBMovement LOS B BBA 6.47 35.16d_A, Approach Delay [s/veh]15.8313.61 A DApproach LOS B B 12.98d_I, Intersection Delay [s/veh] BIntersection LOS 0.348Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.435Volume to Capacity (v/c): BLevel Of Service: 12.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 4634722317546069Total Analysis Volume [veh/h] 1187564411517Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.85701.00001.00001.00001.00000.8570Peak Hour Factor 4136123218247962Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.400.000.003.800.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4136123218247962Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 038022220Split [s] 0.02.00.02.02.00.0All red [s] 0.03.00.03.03.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissiveProtectedPermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 21.85207.5250.4536.97117.9820.1695th-Percentile Queue Length [ft] 0.878.302.021.484.720.8195th-Percentile Queue Length [veh] 12.14118.3328.0320.5465.5511.2050th-Percentile Queue Length [ft] 0.494.731.120.822.620.4550th-Percentile Queue Length [veh] NoYesNoNoYesNoCritical Lane Group BCAAAALane Group LOS 18.3125.866.125.627.428.18d, Delay for Lane Group [s/veh] 0.120.820.230.160.410.10X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.154.040.550.311.080.26d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 18.1621.825.575.316.347.92d1, Uniform Delay [s] 36842296910981135726c, Capacity [veh/h] 157718101615183018921209s, saturation flow rate [veh/h] 0.030.190.140.100.240.06(v / s)_i Volume / Saturation Flow Rate 0.230.230.600.600.600.60g / C, Green / Cycle 141436363636g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.12 25.86 18.318.18d_M, Delay for Movement [s/veh]5.627.42 CA BAMovement LOS AA 24.975.90d_A, Approach Delay [s/veh]7.52 CAApproach LOS A 12.23d_I, Intersection Delay [s/veh] BIntersection LOS 0.435Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.086Volume to Capacity (v/c): CLevel Of Service: 21.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 2212710812486397Total Analysis Volume [veh/h] 55727312299Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.81100.81100.81100.81100.81100.8110Peak Hour Factor 179229110573335Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.600.000.002.900.000.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 179229110573335Base Volume Input [veh/h] Name volumes 25 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.36d_I, Intersection Delay [s/veh] CAAApproach LOS 16.414.700.00d_A, Approach Delay [s/veh] 56.2356.2320.4820.480.000.0095th-Percentile Queue Length [ft] 2.252.250.820.820.000.0095th-Percentile Queue Length [veh] CCAAAAMovement LOS 15.8021.430.008.780.000.00d_M, Delay for Movement [s/veh] 0.360.090.000.120.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.507Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0010Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 71527030159731414441524811Total Analysis Volume [veh/h] 1816774227936104623Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81200.81200.81200.81200.81200.81200.81200.81200.81200.81200.81200.8120Peak Hour Factor 6042282412762661223512109Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 6.700.0016.7012.008.3014.3016.704.909.002.806.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6042282412762661223512109Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0250025003500350Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 183.6021.21107.8364.09162.7482.4895th-Percentile Queue Length [ft] 7.340.854.312.566.513.3095th-Percentile Queue Length [veh] 102.0011.7859.9135.6190.4145.8250th-Percentile Queue Length [ft] 4.080.472.401.423.621.8350th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group BBBBBALane Group LOS 19.5913.9010.1914.5512.699.45d, Delay for Lane Group [s/veh] 0.600.090.360.280.530.27X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.920.061.091.302.520.71d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.210.110.500.500.500.50k, delay calibration 17.6713.839.0913.2510.168.74d1, Uniform Delay [s] 581600904523787949c, Capacity [veh/h] 142515931804105515711771s, saturation flow rate [veh/h] 0.240.030.180.140.260.15(v / s)_i Volume / Saturation Flow Rate 0.330.330.500.500.500.50g / C, Green / Cycle 202030303030g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 13.90 13.9013.90 19.59 19.5919.5910.199.45 9.45d_M, Delay for Movement [s/veh]10.1912.69 14.55 B BB BBBBAMovement LOS A BBB 13.90 19.59d_A, Approach Delay [s/veh]11.5411.44 B BApproach LOS B B 13.39d_I, Intersection Delay [s/veh] BIntersection LOS 0.507Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.386Volume to Capacity (v/c): DLevel Of Service: 28.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 532573661425296Total Analysis Volume [veh/h] 136491361324Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.82900.82900.82900.82900.82900.8290Peak Hour Factor 462223161234583Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.208.604.101.6011.106.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 462223161234583Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.58d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.3021.99d_A, Approach Delay [s/veh] 0.000.0050.0850.085.7043.3095th-Percentile Queue Length [ft] 0.000.002.002.000.231.7395th-Percentile Queue Length [veh] AAAABDMovement LOS 0.000.000.008.2410.2828.34d_M, Delay for Movement [s/veh] 0.000.000.000.110.070.39V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.255Volume to Capacity (v/c): BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 175111206151591391755122Total Analysis Volume [veh/h] 021285201403544131Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95900.95900.95900.95900.95900.95900.95900.95900.95900.95900.95900.9590Peak Hour Factor 175111206151591391755122Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.0028.600.005.402.90100.000.004.407.909.700.009.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 175111206151591391755122Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 035004200551355350Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 060006000602560600Maximum Green [s] 030003000301030300Minimum Green [s] --------Lead---Lead / Lag 6,8Auxiliary Signal Groups 020040083860Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 8.2968.09130.980.6971.1160.840.7092.7795th-Percentile Queue Length [ft] 0.332.725.240.032.842.430.033.7195th-Percentile Queue Length [veh] 4.6137.8372.760.3839.5133.800.3951.5450th-Percentile Queue Length [ft] 0.181.512.910.021.581.350.022.0650th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CBBBBBACLane Group LOS 20.3717.2718.2719.6110.1210.510.2023.41d, Delay for Lane Group [s/veh] 0.030.180.270.000.160.190.130.25X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.030.600.870.020.350.530.040.25d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.440.110.11k, delay calibration 20.3416.6717.4019.599.779.980.1623.16d1, Uniform Delay [s] 41963476429110067171390515c, Capacity [veh/h] 1090153218466211810123014721311s, saturation flow rate [veh/h] 0.010.070.110.000.090.110.120.10(v / s)_i Volume / Saturation Flow Rate 0.330.410.410.410.560.560.940.33g / C, Green / Cycle 3037373750508530g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.000.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 18.27 17.2719.61 20.37 20.3720.3710.1223.41 23.41d_M, Delay for Movement [s/veh]10.120.20 10.51 B BB CCCBCMovement LOS C BAB 17.93 20.37d_A, Approach Delay [s/veh]10.309.96 B CApproach LOS A B 12.92d_I, Intersection Delay [s/veh] BIntersection LOS 0.255Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.027Volume to Capacity (v/c): CLevel Of Service: 17.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0200Pedestrian Volume [ped/h] 31884541326710245415168Total Analysis Volume [veh/h] 147111331725111442Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.87800.87800.87800.87800.87800.87800.87800.87800.87800.87800.87800.8780Peak Hour Factor 3172414121619341414157Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.600.0025.007.408.204.300.0025.000.006.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3172414121619341414157Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.23d_I, Intersection Delay [s/veh] AABBApproach LOS 1.442.5812.6313.35d_A, Approach Delay [s/veh] 14.4014.4014.4013.2713.2713.2723.6623.6623.666.756.756.7595th-Percentile Queue Length [ft] 0.580.580.580.530.530.530.950.950.950.270.270.2795th-Percentile Queue Length [veh] AAAAAABCCABCMovement LOS 0.000.007.540.000.007.8111.1215.6916.859.6014.7217.64d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.050.120.110.010.020.040.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.027Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 0243Pedestrian Volume [ped/h] 016322832730242161252Total Analysis Volume [veh/h] 0416216801114313Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.81700.81700.81700.81700.81700.81700.81700.81700.81700.81700.81700.8170Peak Hour Factor 013919712320232141044Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.004.300.002.801.300.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 013919712320232141044Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 2.20d_I, Intersection Delay [s/veh] AABBApproach LOS 0.960.0012.5113.86d_A, Approach Delay [s/veh] 13.5113.5113.510.000.000.001.251.251.2514.6114.6114.6195th-Percentile Queue Length [ft] 0.540.540.540.000.000.000.050.050.050.580.580.5895th-Percentile Queue Length [veh] AAAAAAABBBBBMovement LOS 0.000.008.040.000.007.549.2413.6413.5211.4214.5314.46d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.000.010.000.020.030.12V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.318Volume to Capacity (v/c): FLevel Of Service: 81.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 1275357854307243973934858Total Analysis Volume [veh/h] 3213120148181101828715Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92100.92100.92100.92100.92100.92100.92100.92100.92100.92100.92100.9210Peak Hour Factor 1225157552296942170933456Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.800.000.001.305.800.001.400.701.400.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1225157552296942170933456Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 11.63d_I, Intersection Delay [s/veh] DFAAApproach LOS 26.5859.531.021.20d_A, Approach Delay [s/veh] 74.5374.5374.53128.47128.47128.4768.1468.1468.1446.8346.8346.8395th-Percentile Queue Length [ft] 2.982.982.985.145.145.142.732.732.731.871.871.8795th-Percentile Queue Length [veh] CEFEFFAAAAAAMovement LOS 21.4036.7050.8448.9162.9281.020.000.008.180.000.008.58d_M, Delay for Movement [s/veh] 0.180.300.050.130.300.320.000.000.060.000.000.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 42 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.226Volume to Capacity (v/c): BLevel Of Service: 13.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 9977Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1825577000111040011557Total Analysis Volume [veh/h] 56419000326002914Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.89500.89500.89501.00001.00001.00000.89500.89501.00001.00000.89500.8950Peak Hour Factor 172387200010970010753Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 5.900.500.002.002.002.000.004.102.002.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 172387200010970010753Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 43 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 032000002800280Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 44 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 84.7592.6425.8440.0995th-Percentile Queue Length [ft] 3.393.711.031.6095th-Percentile Queue Length [veh] 47.0851.4714.3622.2750th-Percentile Queue Length [ft] 1.882.060.570.8950th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group BBAALane Group LOS 19.6219.555.946.29d, Delay for Lane Group [s/veh] 0.440.440.120.18X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 0.780.710.270.43d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 18.8418.845.675.86d1, Uniform Delay [s] 383421938940c, Capacity [veh/h] 1517166616151481s, saturation flow rate [veh/h] 0.110.110.070.12(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.58g / C, Green / Cycle 15153535g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 45 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 19.55 19.6219.595.946.29 6.29d_M, Delay for Movement [s/veh]5.940.00 0.00 BBBAAMovement LOS A A 0.00 19.58d_A, Approach Delay [s/veh]5.946.29 A BApproach LOS A A 13.53d_I, Intersection Delay [s/veh] BIntersection LOS 0.226Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 46 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.299Volume to Capacity (v/c): BLevel Of Service: 11.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 7184Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00054360180250232322450Total Analysis Volume [veh/h] 00014905062658610Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.89900.89900.89901.00000.89900.89900.89900.89901.0000Peak Hour Factor 00051337170234222172290Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.000.000.600.002.002.109.100.501.302.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00051337170234222172290Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 47 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 48 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 107.19120.0861.777.3759.4260.1595th-Percentile Queue Length [ft] 4.294.802.470.292.382.4195th-Percentile Queue Length [veh] 59.5566.7134.324.0933.0133.4250th-Percentile Queue Length [ft] 2.382.671.370.161.321.3450th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group CCAAAALane Group LOS 20.6520.416.859.007.126.79d, Delay for Lane Group [s/veh] 0.540.540.260.040.280.25X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.241.040.640.140.820.61d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 19.4119.376.218.866.306.18d1, Uniform Delay [s] 373428972560836980c, Capacity [veh/h] 14741693167595014411688s, saturation flow rate [veh/h] 0.140.140.150.020.160.15(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 49 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.51 20.6520.41 0.00 0.000.000.000.00 6.79d_M, Delay for Movement [s/veh]6.857.12 9.00 C CCAMovement LOS AAA 20.52 0.00d_A, Approach Delay [s/veh]7.036.95 C AApproach LOS A A 11.93d_I, Intersection Delay [s/veh] BIntersection LOS 0.299Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 50 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.308Volume to Capacity (v/c): ALevel Of Service: 7.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 054Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1255725554525101Total Analysis Volume [veh/h] 3114313911625Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.88800.88800.88800.88800.88800.8880Peak Hour Factor 114524508412393Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 4.402.100.003.608.604.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 114524508412393Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 51 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 039390021Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 030300015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissiveProtectedControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 52 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 84.7782.3771.7767.0365.7395th-Percentile Queue Length [ft] 3.393.292.872.682.6395th-Percentile Queue Length [veh] 47.0945.7639.8737.2436.5150th-Percentile Queue Length [ft] 1.881.831.591.491.4650th-Percentile Queue Length [veh] YesNoNoNoYesCritical Lane Group AAAACLane Group LOS 6.896.646.546.2920.60d, Delay for Lane Group [s/veh] 0.360.340.320.300.39X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 1.060.910.890.810.75d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.11k, delay calibration 5.835.735.655.4919.85d1, Uniform Delay [s] 9611023951969326c, Capacity [veh/h] 15731675155614721465s, saturation flow rate [veh/h] 0.220.210.200.200.09(v / s)_i Volume / Saturation Flow Rate 0.610.610.610.610.22g / C, Green / Cycle 3737373713g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 53 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.43 6.74 6.8920.60d_M, Delay for Movement [s/veh]6.2920.60 AA ACMovement LOS AC 6.776.42d_A, Approach Delay [s/veh]20.60 AAApproach LOS C 7.85d_I, Intersection Delay [s/veh] AIntersection LOS 0.308Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 54 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.496Volume to Capacity (v/c): BLevel Of Service: 14.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardHighland BoulevardName Intersection Setup 0001Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 323351005664630001561209Total Analysis Volume [veh/h] 81880014111600039052Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.79400.79400.79400.79400.79400.79400.79400.79400.79400.79400.79400.7940Peak Hour Factor 264287004633790001291173Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.103.102.002.002.801.902.002.002.003.902.001.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 264287004633790001291173Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardHighland BoulevardName volumes 55 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03500501502000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040080Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 56 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 155.14164.400.0065.6765.67139.200.00113.71168.8595th-Percentile Queue Length [ft] 6.216.580.002.632.635.570.004.556.7595th-Percentile Queue Length [veh] 86.1991.330.0036.4836.4877.330.0063.1793.8050th-Percentile Queue Length [ft] 3.453.650.001.461.463.090.002.533.7550th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group BBAAABACCLane Group LOS 14.9314.510.005.665.6610.420.0027.5432.67d, Delay for Lane Group [s/veh] 0.480.440.000.240.240.660.000.450.56X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.540.390.000.110.112.160.004.115.88d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.220.500.500.50k, delay calibration 14.4014.120.005.565.568.250.0023.4326.79d1, Uniform Delay [s] 67179038511701170704468350375c, Capacity [veh/h] 15661843842184818481044186315641414s, saturation flow rate [veh/h] 0.210.190.000.150.150.440.000.100.15(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.630.630.630.220.220.22g / C, Green / Cycle 303030444444161616g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 57 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 5.66 5.6610.42 0.00 14.9314.510.0032.67 27.54d_M, Delay for Movement [s/veh]0.0027.54 0.00 A AB BABACMovement LOS C ACA 7.80 14.71d_A, Approach Delay [s/veh]0.0030.47 A BApproach LOS C A 14.06d_I, Intersection Delay [s/veh] BIntersection LOS 0.496Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 58 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 78.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 1054183397411600161077Total Analysis Volume [veh/h] 26105112432900015019Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.7700Peak Hour Factor 83332227739200149062Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.603.300.000.002.503.300.000.000.002.000.001.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 83332227739200149062Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 59 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 4.84d_I, Intersection Delay [s/veh] AAEFApproach LOS 0.060.9549.6253.51d_A, Approach Delay [s/veh] 0.0021.2242.430.000.009.480.930.930.93104.69104.69104.6995th-Percentile Queue Length [ft] 0.000.851.700.000.000.380.040.040.044.194.194.1995th-Percentile Queue Length [veh] AABAAABFEEFFMovement LOS 0.000.0010.060.000.008.9412.3351.8349.6240.6978.8763.67d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.110.000.000.010.080.000.60V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 60 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.011Volume to Capacity (v/c): ELevel Of Service: 45.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 3045Pedestrian Volume [ped/h] 21517311593342155520175Total Analysis Volume [veh/h] 5101800158351413044Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 18416611533021950471158Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.001.005.302.001.301.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18416611533021950471158Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 61 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 2.44d_I, Intersection Delay [s/veh] CBAAApproach LOS 18.7311.920.442.01d_A, Approach Delay [s/veh] 7.657.657.6510.7510.7510.7553.5553.5553.55122.65122.65122.6595th-Percentile Queue Length [ft] 0.310.310.310.430.430.432.142.142.144.914.914.9195th-Percentile Queue Length [veh] BEEBEEAAAAAAMovement LOS 13.0537.2645.3911.1836.7741.400.000.008.770.000.008.62d_M, Delay for Movement [s/veh] 0.040.040.010.110.010.010.000.000.020.000.010.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 62 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.082Volume to Capacity (v/c): ELevel Of Service: 35.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 0103Pedestrian Volume [ped/h] 451337532432537993623206Total Analysis Volume [veh/h] 113911681952315802Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.76000.76000.76000.76000.76000.76000.76000.76000.76000.76000.76000.7600Peak Hour Factor 341028421825730074492535Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.900.000.0025.000.000.001.202.601.400.002.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 341028421825730074492535Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 63 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 3.25d_I, Intersection Delay [s/veh] DDAAApproach LOS 26.0030.340.970.14d_A, Approach Delay [s/veh] 39.0739.0739.0716.3316.3316.330.000.006.410.000.000.5095th-Percentile Queue Length [ft] 1.561.561.560.650.650.650.000.000.260.000.000.0295th-Percentile Queue Length [veh] CEDCDDAAAAAAMovement LOS 17.6235.1532.9816.9128.6133.360.000.008.310.000.009.02d_M, Delay for Movement [s/veh] 0.070.080.210.010.020.160.000.000.080.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.491Volume to Capacity (v/c): FLevel Of Service: 78.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 5000Pedestrian Volume [ped/h] 3223522604283334039854572Total Analysis Volume [veh/h] 8615151788510211118Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 3021520560263131536794267Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.300.000.000.000.700.000.000.600.001.300.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3021520560263131536794267Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 65 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 11.92d_I, Intersection Delay [s/veh] CAAFApproach LOS 22.770.350.8468.78d_A, Approach Delay [s/veh] 21.5321.5321.530.000.001.800.000.003.18167.65167.65167.6595th-Percentile Queue Length [ft] 0.860.860.860.000.000.070.000.000.136.716.716.7195th-Percentile Queue Length [veh] CDEAAAAAAFFFMovement LOS 16.4827.7540.050.000.008.080.000.008.9258.9272.2878.23d_M, Delay for Movement [s/veh] 0.070.120.040.000.010.020.000.000.040.120.230.49V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 66 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.036Volume to Capacity (v/c): FLevel Of Service: 72.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0010Pedestrian Volume [ped/h] 23300117935536808022Total Analysis Volume [veh/h] 6750020899202011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.86300.86300.86300.86300.86300.86300.86300.86300.86300.86300.86300.8630Peak Hour Factor 21270117131933107022Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.000.000.000.300.600.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21270117131933107022Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 67 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 8.59d_I, Intersection Delay [s/veh] AACFApproach LOS 0.027.3816.9052.07d_A, Approach Delay [s/veh] 20.0320.0320.030.000.0029.6386.7986.7986.793.863.863.8695th-Percentile Queue Length [ft] 0.800.800.800.000.001.193.473.473.470.150.150.1595th-Percentile Queue Length [veh] AAAAAACEEBDFMovement LOS 0.000.007.350.000.009.0416.4835.2836.1610.9831.4172.73d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.290.500.000.050.000.010.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 68 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 15.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 300Pedestrian Volume [ped/h] 54212625126011Total Analysis Volume [veh/h] 11056513653Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.62700.62700.62700.62700.62700.6270Peak Hour Factor 3275171331637Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.002.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3275171331637Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 69 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 15.33Intersection Delay [s/veh] CBBApproach LOS 19.2811.6613.35Approach Delay [s/veh] 126.8549.387.2755.9895th-Percentile Queue Length [ft] 5.071.980.292.2495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 70 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 65106130154Pedestrian Volume [ped/h] 524765256414511431031261327Total Analysis Volume [veh/h] 131216616313362631332Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.73300.73300.73300.73300.73300.73300.73300.73300.73300.73300.73300.7330Peak Hour Factor 4036501847103910979961015Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.802.000.002.100.000.000.000.001.003.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4036501847103910979961015Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 71 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.64Intersection Delay [s/veh] BABBApproach LOS 10.169.5311.4310.47Approach Delay [s/veh] 24.1213.9150.5140.3095th-Percentile Queue Length [ft] 0.960.562.021.6195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 110483635Pedestrian Volume [ped/h] 9101624745873215342814937Total Analysis Volume [veh/h] 22462112283817379Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.8100Peak Hour Factor 781320838732712932412631Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.500.001.4011.100.800.000.000.803.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 781320838732712932412631Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 73 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 11.16Intersection Delay [s/veh] ABBBApproach LOS 8.8112.2310.2510.48Approach Delay [s/veh] 4.2369.553.7425.5428.885.2695th-Percentile Queue Length [ft] 0.172.780.151.021.160.2195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.519Volume to Capacity (v/c): CLevel Of Service: 22.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 492310Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 123610208861916850656295112Total Analysis Volume [veh/h] 31153522155421216152133Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.80700.80700.80700.80700.80700.80700.80700.80700.80700.80700.80700.8070Peak Hour Factor 103513177452014142555274110Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.600.000.001.002.104.801.807.700.002.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103513177452014142555274110Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 75 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 04700601302000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 01500151001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 76 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 524.6614.59298.5265.5878.7847.1539.179.0195th-Percentile Queue Length [ft] 20.990.5811.942.623.151.891.570.3695th-Percentile Queue Length [veh] 367.478.11186.5336.4443.7726.2021.765.0050th-Percentile Queue Length [ft] 14.700.327.461.461.751.050.870.2050th-Percentile Queue Length [veh] YesNoNoYesYesNoNoNoCritical Lane Group CCBBCCCCLane Group LOS 34.1227.5711.8415.8522.9526.6821.5226.41d, Delay for Lane Group [s/veh] 0.930.090.650.370.240.170.120.04X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.340.160.822.301.141.070.470.20d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.270.110.130.500.500.500.500.50k, delay calibration 21.7927.4011.0213.5521.8125.6121.0526.21d1, Uniform Delay [s] 7852281082454488355510338c, Capacity [veh/h] 183475318419611700120317791275s, saturation flow rate [veh/h] 0.400.030.380.170.070.050.030.01(v / s)_i Volume / Saturation Flow Rate 0.430.430.590.590.290.290.290.29g / C, Green / Cycle 3434474723232323g_i, Effective Green Time [s] 3.003.003.000.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 77 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 11.84 11.8415.85 27.57 34.1234.1222.9526.41 21.52d_M, Delay for Movement [s/veh]22.9521.52 26.68 B BB CCCCCMovement LOS C CCC 12.61 33.95d_A, Approach Delay [s/veh]24.2622.33 B CApproach LOS C C 22.64d_I, Intersection Delay [s/veh] CIntersection LOS 0.519Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 78 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 2021115Pedestrian Volume [ped/h] 6129759014469531242724180Total Analysis Volume [veh/h] 157412336171331711020Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81800.81800.81800.81800.81800.81800.81800.81800.81800.81800.81800.8180Peak Hour Factor 5225347712359451062323568Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.001.300.001.700.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5225347712359451062323568Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 79 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 12.85Intersection Delay [s/veh] BBBBApproach LOS 14.2612.7411.6610.94Approach Delay [s/veh] 79.9558.9535.9320.0895th-Percentile Queue Length [ft] 3.202.361.440.8095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 80 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with ALevel Of Service: 9.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 16010012Pedestrian Volume [ped/h] 1041491161124978Total Analysis Volume [veh/h] 263729281220Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.72300.72300.72300.72300.72300.7230Peak Hour Factor 7811287843759Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.300.001.101.202.703.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7811287843759Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 81 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with AIntersection LOS 9.24Intersection Delay [s/veh] AAAApproach LOS 9.808.798.95Approach Delay [s/veh] 35.1627.1615.6395th-Percentile Queue Length [ft] 1.411.090.6395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.038Volume to Capacity (v/c): FLevel Of Service: 87.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 02964Pedestrian Volume [ped/h] 122700322144114042812142Total Analysis Volume [veh/h] 3117585110351020131Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.8730Peak Hour Factor 111637291940112738712122Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.800.400.005.301.701.605.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111637291940112738712122Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 83 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 2.69d_I, Intersection Delay [s/veh] AACFApproach LOS 0.312.4323.5265.12d_A, Approach Delay [s/veh] 204.48204.48204.48177.00177.00177.009.549.639.6320.4820.4820.4895th-Percentile Queue Length [ft] 8.188.188.187.087.087.080.380.390.390.820.820.8295th-Percentile Queue Length [veh] AAAAABCFFCFFMovement LOS 0.000.008.370.000.0010.4516.0057.0770.9224.5167.7687.24d_M, Delay for Movement [s/veh] 0.000.010.030.000.000.170.110.100.020.000.190.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 84 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.172Volume to Capacity (v/c): CLevel Of Service: 15.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 133305857912479Total Analysis Volume [veh/h] 337621203120Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.81300.81300.81300.81300.81300.8130Peak Hour Factor 103236666110164Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 4.905.906.104.902.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103236666110164Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 85 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.40d_I, Intersection Delay [s/veh] AABApproach LOS 0.004.1014.12d_A, Approach Delay [s/veh] 0.000.000.005.7637.5637.5695th-Percentile Queue Length [ft] 0.000.000.000.231.501.5095th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.5012.9815.91d_M, Delay for Movement [s/veh] 0.000.000.000.070.170.17V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 86 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.326Volume to Capacity (v/c): CLevel Of Service: 18.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 768827413175126Total Analysis Volume [veh/h] 192269331932Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.83100.83100.83100.83100.83100.8310Peak Hour Factor 607021710462105Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.7015.804.101.004.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 607021710462105Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 87 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.30d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.5215.23d_A, Approach Delay [s/veh] 0.000.000.007.606.6634.8395th-Percentile Queue Length [ft] 0.000.000.000.300.271.3995th-Percentile Queue Length [veh] AAAAACMovement LOS 0.000.000.007.799.2818.77d_M, Delay for Movement [s/veh] 0.000.000.000.090.080.33V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 88 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.222Volume to Capacity (v/c): CLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6559162033471Total Analysis Volume [veh/h] 1642451818Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.74500.74500.74500.74500.74500.7450Peak Hour Factor 4486111392553Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.900.000.001.404.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4486111392553Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 89 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 1.90d_I, Intersection Delay [s/veh] AACApproach LOS 0.100.0017.19d_A, Approach Delay [s/veh] 0.000.500.000.0026.0126.0195th-Percentile Queue Length [ft] 0.000.020.000.001.041.0495th-Percentile Queue Length [veh] AAAABCMovement LOS 0.007.660.000.0012.5119.44d_M, Delay for Movement [s/veh] 0.010.010.000.000.040.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.183Volume to Capacity (v/c): ELevel Of Service: 41.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 37402200005451282483820Total Analysis Volume [veh/h] 940600001363262950Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.80701.00000.80701.00001.00001.00001.00000.80700.80700.80700.80701.0000Peak Hour Factor 30201800004401032003080Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 4.902.005.602.002.002.002.002.202.9012.006.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 30201800004401032003080Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 91 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 7.00d_I, Intersection Delay [s/veh] DAAAApproach LOS 26.990.001.790.00d_A, Approach Delay [s/veh] 138.230.0015.950.000.000.000.000.0011.650.000.000.0095th-Percentile Queue Length [ft] 5.530.000.640.000.000.000.000.000.470.000.000.0095th-Percentile Queue Length [veh] DEAAAAMovement LOS 26.140.0041.480.000.000.000.000.009.390.000.000.00d_M, Delay for Movement [s/veh] 0.700.000.180.000.000.000.000.010.140.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 92 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.481Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0002401021558700214201Total Analysis Volume [veh/h] 00060254147005350Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.79501.00000.79500.79500.79501.00001.00000.79500.7950Peak Hour Factor 000190811246700170160Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.005.302.0013.500.001.302.002.002.4010.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000190811246700170160Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 93 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000022035004813Split [s] 0.00.00.00.00.02.00.02.00.00.02.00.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 94 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 17.7698.11232.6820.7226.0195th-Percentile Queue Length [ft] 0.713.929.310.831.0495th-Percentile Queue Length [veh] 9.8754.50136.7811.5114.4550th-Percentile Queue Length [ft] 0.392.185.470.460.5850th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group CDBAALane Group LOS 30.9048.0011.822.316.39d, Delay for Lane Group [s/veh] 0.210.860.610.170.32X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.9116.282.730.281.35d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.50k, delay calibration 29.9931.729.092.045.04d1, Uniform Delay [s] 1141189951294626c, Capacity [veh/h] 1380143516811670834s, saturation flow rate [veh/h] 0.020.070.360.130.24(v / s)_i Volume / Saturation Flow Rate 0.080.080.590.780.78g / C, Green / Cycle 66425454g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 95 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 30.9048.00 0.00 0.000.0011.826.39 2.31d_M, Delay for Movement [s/veh]11.820.00 0.00 CDBAMovement LOS A B 44.74 0.00d_A, Approach Delay [s/veh]11.824.29 D AApproach LOS A B 12.71d_I, Intersection Delay [s/veh] BIntersection LOS 0.481Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 96 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.361Volume to Capacity (v/c): CLevel Of Service: 27.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 756621428211060201347834Total Analysis Volume [veh/h] 21116375265531199Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.88200.88200.88200.88200.88200.88200.88200.88200.88200.88200.88200.8820Peak Hour Factor 64555122518899171140529Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 33.4050.000.001.808.3012.0016.702.1011.809.105.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 64555122518899171140529Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 97 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 020002000571905113Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 010001000301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 68.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 98 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 11.376.0576.1927.3313.19397.1910.327.81164.2817.8695th-Percentile Queue Length [ft] 0.450.243.051.090.5315.890.410.316.570.7195th-Percentile Queue Length [veh] 6.323.3642.3315.187.33263.965.734.3491.279.9250th-Percentile Queue Length [ft] 0.250.131.690.610.2910.560.230.173.650.4050th-Percentile Queue Length [veh] NoNoYesNoNoYesNoNoNoYesCritical Lane Group DDDDBCBBCBLane Group LOS 37.6342.6941.5440.5019.6629.6014.6418.4321.3917.73d, Delay for Lane Group [s/veh] 0.110.050.520.170.040.870.040.020.380.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.430.172.820.480.042.030.040.020.190.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.110.110.110.11k, delay calibration 37.1942.5238.7240.0219.6227.5814.6018.4121.2017.58d1, Uniform Delay [s] 11012014716647712214495381247313c, Capacity [veh/h] 11481344153412721384354393414803432757s, saturation flow rate [veh/h] 0.010.000.050.020.020.300.020.010.140.04(v / s)_i Volume / Saturation Flow Rate 0.100.100.100.100.340.340.440.360.360.44g / C, Green / Cycle 9999313140333340g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 99 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 41.54 41.5440.50 42.69 37.6337.6319.6617.73 21.39d_M, Delay for Movement [s/veh]29.6018.43 14.64 D DD DDDBCMovement LOS B CBB 41.26 39.32d_A, Approach Delay [s/veh]29.1421.08 D DApproach LOS C C 27.55d_I, Intersection Delay [s/veh] CIntersection LOS 0.361Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 100 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.512Volume to Capacity (v/c): CLevel Of Service: 27.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9718512550357709180527419335645Total Analysis Volume [veh/h] 2446311389172320168488911Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.8760Peak Hour Factor 8816711344313618070524016931239Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 6.807.804.402.301.300.002.502.902.501.807.705.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8816711344313618070524016931239Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 101 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 89898094134040840408Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 45452504525909025909025Maximum Green [s] 1515501553030530305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 40.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 102 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 116.98118.61153.06509.1881.9859.53339.71217.50142.41151.5332.6795th-Percentile Queue Length [ft] 4.684.746.1220.373.282.3813.598.705.706.061.3195th-Percentile Queue Length [veh] 64.9965.9085.04354.7345.5533.07218.50125.6079.1284.1818.1550th-Percentile Queue Length [ft] 2.602.643.4014.191.821.328.745.023.163.370.7350th-Percentile Queue Length [veh] NoNoYesYesNoNoYesNoNoNoYesCritical Lane Group CDDDCBCBBBBLane Group LOS 34.1240.3445.5150.0433.7712.2121.5719.8314.2518.6515.03d, Delay for Lane Group [s/veh] 0.180.190.540.750.150.090.430.420.200.200.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.740.102.012.130.410.130.712.000.480.250.54d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.290.330.500.500.500.500.50k, delay calibration 33.3840.2443.5047.9033.3612.0820.8717.8313.7718.4014.49d1, Uniform Delay [s] 53696622954146096218876519491786410c, Capacity [veh/h] 1512335610421836129815763516106715863359718s, saturation flow rate [veh/h] 0.060.060.120.220.050.060.230.260.120.110.06(v / s)_i Volume / Saturation Flow Rate 0.350.290.350.290.350.610.540.590.600.530.59g / C, Green / Cycle 5343524452928188908088g_i, Effective Green Time [s] 0.003.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLCLRCLRCLLane Group Lane Group Calculations 103 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 50.04 50.0433.77 45.51 34.1240.3412.2115.03 18.65d_M, Delay for Movement [s/veh]21.5714.25 19.83 D DC CDDBBMovement LOS B CBB 47.65 40.45d_A, Approach Delay [s/veh]20.4416.95 D DApproach LOS B C 27.63d_I, Intersection Delay [s/veh] CIntersection LOS 0.512Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 104 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.452Volume to Capacity (v/c): CLevel Of Service: 20.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8316155145374116647051425642377Total Analysis Volume [veh/h] 21401436942916176351410619Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.9510Peak Hour Factor 8115854142367114616701355340273Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 9.803.801.900.000.800.903.302.206.603.804.501.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8115854142367114616701355340273Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 105 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 3333839391403580358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 28.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 106 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 60.17138.9538.19105.53324.6084.19217.71222.4359.26127.44131.2931.3095th-Percentile Queue Length [ft] 2.415.561.534.2212.983.378.718.902.375.105.251.2595th-Percentile Queue Length [veh] 33.4377.1921.2258.63206.7046.77125.76129.2232.9270.8072.9417.3950th-Percentile Queue Length [ft] 1.343.090.852.358.271.875.035.171.322.832.920.7050th-Percentile Queue Length [veh] NoNoYesNoYesNoYesNoNoNoNoYesCritical Lane Group CCCCDCBBABBALane Group LOS 23.0432.0524.2222.6238.4724.0216.0215.989.8914.0413.999.95d, Delay for Lane Group [s/veh] 0.180.430.190.260.860.250.420.420.240.270.270.16X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.640.790.321.165.190.571.481.430.920.780.740.66d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.380.110.110.500.110.210.500.500.500.500.500.50k, delay calibration 22.4031.2623.9021.4633.2823.4514.5414.548.9713.2613.259.28d1, Uniform Delay [s] 463373289551434456893920601864900496c, Capacity [veh/h] 1471183011391615188513791805185996617451818825s, saturation flow rate [veh/h] 0.060.090.050.090.200.080.210.210.150.130.130.09(v / s)_i Volume / Saturation Flow Rate 0.310.200.300.340.230.300.500.500.580.500.500.58g / C, Green / Cycle 281827312127454553454553g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 107 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.47 22.6224.02 24.22 23.0432.0516.029.95 14.01d_M, Delay for Movement [s/veh]16.0014.04 9.89 D CC CCCBBMovement LOS A BBA 32.21 28.11d_A, Approach Delay [s/veh]15.0513.45 C CApproach LOS B B 20.84d_I, Intersection Delay [s/veh] CIntersection LOS 0.452Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 108 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.474Volume to Capacity (v/c): CLevel Of Service: 28.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 37111228226210889603802133739Total Analysis Volume [veh/h] 9286206627221512058410Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.90600.90600.90600.90600.90600.90600.90600.90600.90600.90600.90600.9060Peak Hour Factor 35106217825010381552731930836Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 14.304.709.502.601.200.002.503.601.400.004.502.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35106217825010381552731930836Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 109 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0200037003580358Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 0150015003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 110 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 188.12348.0499.7159.22215.2846.53126.74128.1922.6395th-Percentile Queue Length [ft] 7.5213.923.992.378.611.865.075.130.9195th-Percentile Queue Length [veh] 104.51225.0355.3932.90123.9825.8570.4171.2212.5750th-Percentile Queue Length [ft] 4.189.002.221.324.961.032.822.850.5050th-Percentile Queue Length [veh] YesYesNoNoYesNoNoNoYesCritical Lane Group DDCBCBCBBLane Group LOS 43.9046.9033.1318.0921.0014.6320.0320.0014.82d, Delay for Lane Group [s/veh] 0.660.890.280.130.410.140.240.240.09X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.738.840.380.420.840.510.790.760.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.140.140.110.500.500.500.500.500.50k, delay calibration 40.1738.0632.7517.6820.1614.1219.2519.2314.41d1, Uniform Delay [s] 2583883896661475572733748435c, Capacity [veh/h] 17371802181015763492111117811818892s, saturation flow rate [veh/h] 0.100.190.060.060.170.070.100.100.04(v / s)_i Volume / Saturation Flow Rate 0.150.210.210.420.420.490.410.410.49g / C, Green / Cycle 152121424249414149g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 111 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 46.90 46.9033.13 43.90 43.9043.9018.0914.82 20.01d_M, Delay for Movement [s/veh]21.0020.03 14.63 D DC DDDBCMovement LOS B CCB 43.61 43.90d_A, Approach Delay [s/veh]20.0019.50 D DApproach LOS B C 28.12d_I, Intersection Delay [s/veh] CIntersection LOS 0.474Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 112 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.523Volume to Capacity (v/c): DLevel Of Service: 44.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 623551044376314420666410812232761Total Analysis Volume [veh/h] 15892611191365116627308215Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor 613501034275314220365510712032360Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.801.000.001.303.503.902.300.900.802.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 613501034275314220365510712032360Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 113 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 62621307627676723585814Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 1515501551515515155Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 84.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 170Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 114 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 42.23241.55111.43475.36482.66137.30174.35421.79215.36156.51231.74142.2395th-Percentile Queue Length [ft] 1.699.664.4619.0119.315.496.9716.878.616.269.275.6995th-Percentile Queue Length [veh] 23.46143.3761.90327.06333.0276.2896.86283.68124.0486.95136.0979.0150th-Percentile Queue Length [ft] 0.945.732.4813.0813.323.053.8711.354.963.485.443.1650th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesNoYesNoYesCritical Lane Group BDFDDEBDECDFLane Group LOS 11.4942.4286.3639.3139.2670.6915.7543.7179.0333.7845.0894.66d, Delay for Lane Group [s/veh] 0.060.300.510.520.520.370.220.510.510.190.300.51X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.110.668.742.502.452.640.531.478.610.660.6915.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 11.3841.7777.6136.8136.8168.0515.2242.2470.4233.1244.3879.61d1, Uniform Delay [s] 1036118020576978339294212902116411098119c, Capacity [veh/h] 161535193479184118762702155435361793160235221440s, saturation flow rate [veh/h] 0.040.100.030.220.220.050.130.190.060.080.090.04(v / s)_i Volume / Saturation Flow Rate 0.640.340.060.420.420.140.610.360.120.400.310.06g / C, Green / Cycle 10957107171241036220685311g_i, Effective Green Time [s] 3.003.001.003.003.001.003.003.001.001.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 115 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.29 39.3170.69 86.36 11.4942.4215.7594.66 45.08d_M, Delay for Movement [s/veh]43.7133.78 79.03 D DE BFDBDMovement LOS F DCE 44.05 47.51d_A, Approach Delay [s/veh]41.7248.30 D DApproach LOS D D 44.62d_I, Intersection Delay [s/veh] DIntersection LOS 0.523Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 116 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.319Volume to Capacity (v/c): BLevel Of Service: 14.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 64254329129238184Total Analysis Volume [veh/h] 166382326046Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.85400.85400.85400.85400.85400.8540Peak Hour Factor 59233302118219169Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 3.403.003.501.703.602.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 59233302118219169Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 117 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoYesNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 02038182727Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 0303053030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedOverlapProtectedControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 118 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 64.3963.3823.4826.7580.84104.66127.3795th-Percentile Queue Length [ft] 2.582.540.941.073.234.195.0995th-Percentile Queue Length [veh] 35.7735.2113.0414.8644.9158.1470.7650th-Percentile Queue Length [ft] 1.431.410.520.591.802.332.8350th-Percentile Queue Length [veh] YesNoNoNoYesYesNoCritical Lane Group BBAACBCLane Group LOS 12.1511.953.833.6725.7414.3029.73d, Delay for Lane Group [s/veh] 0.230.220.140.150.480.420.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.800.680.280.061.310.493.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.110.110.110.11k, delay calibration 11.3511.273.553.6224.4313.8125.90d1, Uniform Delay [s] 68273110311239270570255c, Capacity [veh/h] 1550166015031652160114031590s, saturation flow rate [veh/h] 0.100.100.100.110.080.170.12(v / s)_i Volume / Saturation Flow Rate 0.440.440.690.690.170.410.16g / C, Green / Cycle 29294545112610g_i, Effective Green Time [s] 3.003.003.000.003.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 119 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 3.74 12.03 12.1529.73d_M, Delay for Movement [s/veh]25.7414.30 BA BCMovement LOS CB 12.059.94d_A, Approach Delay [s/veh]21.02 BAApproach LOS C 14.40d_I, Intersection Delay [s/veh] BIntersection LOS 0.319Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 120 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 0.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 000000000000Total Analysis Volume [veh/h] 000000000000Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 000000000000Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.002.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000000000Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 121 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 012001200108001080Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 39.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 122 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0095th-Percentile Queue Length [veh] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [veh] NoNoNoNoNoNoNoCritical Lane Group AAAAAAALane Group LOS 0.000.000.000.000.000.000.00d, Delay for Lane Group [s/veh] 0.000.000.000.000.000.000.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.000.000.000.000.000.000.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 0.000.000.000.000.000.000.00d1, Uniform Delay [s] 12712714321432143214321123c, Capacity [veh/h] 1710171017101710171017101296s, saturation flow rate [veh/h] 0.000.000.000.000.000.000.00(v / s)_i Volume / Saturation Flow Rate 0.060.060.840.840.840.840.84g / C, Green / Cycle 77103103103103103g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 123 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 0.00 0.000.000.000.00 0.00d_M, Delay for Movement [s/veh]0.000.00 0.00 A AA AAAAAMovement LOS A AA 0.00 0.00d_A, Approach Delay [s/veh]0.000.00 A AApproach LOS A A 0.00d_I, Intersection Delay [s/veh] AIntersection LOS 0.000Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 124 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.305Volume to Capacity (v/c): ALevel Of Service: 9.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 191728100562919709432746110Total Analysis Volume [veh/h] 5472514751771171153Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 18162794532718687422644710Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.003.700.001.600.003.801.7010.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18162794532718687422644710Base Volume Input [veh/h] 19th AvenueName volumes 125 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0320032005800580Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 73.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 126 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 58.29185.9872.3072.8611.3344.6945.242.9395th-Percentile Queue Length [ft] 2.337.442.892.910.451.791.810.1295th-Percentile Queue Length [veh] 32.38103.3240.1740.486.3024.8325.131.6350th-Percentile Queue Length [ft] 1.304.131.611.620.250.991.010.0750th-Percentile Queue Length [veh] NoYesYesNoNoNoNoNoCritical Lane Group DDAAAAAALane Group LOS 35.8940.953.773.764.743.353.345.19d, Delay for Lane Group [s/veh] 0.300.680.260.260.060.170.170.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.773.030.450.440.160.270.270.07d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.500.500.50k, delay calibration 35.1337.923.323.324.583.083.085.12d1, Uniform Delay [s] 2152711401141471513861413527c, Capacity [veh/h] 118516941853187092218321868671s, saturation flow rate [veh/h] 0.050.110.200.200.050.130.130.01(v / s)_i Volume / Saturation Flow Rate 0.130.130.760.760.760.760.760.76g / C, Green / Cycle 1212686868686868g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 127 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.95 40.9540.95 35.89 35.8935.893.775.19 3.35d_M, Delay for Movement [s/veh]3.773.35 4.74 D DD DDDAAMovement LOS A AAA 40.95 35.89d_A, Approach Delay [s/veh]3.823.39 D DApproach LOS A A 9.56d_I, Intersection Delay [s/veh] AIntersection LOS 0.305Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 128 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.431Volume to Capacity (v/c): CLevel Of Service: 20.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 6016971246371763759718999459135Total Analysis Volume [veh/h] 1542186193199149472511534Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.8600Peak Hour Factor 5315063218329673352916888407120Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 5.701.300.000.000.001.503.001.000.600.001.000.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5315063218329673352916888407120Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 129 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 3636839391103580358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 38.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 130 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 39.49140.7449.45194.60320.9553.06178.79182.1582.60151.41159.5557.0195th-Percentile Queue Length [ft] 1.585.631.987.7812.842.127.157.293.306.066.382.2895th-Percentile Queue Length [veh] 21.9478.1927.47108.99203.8729.4899.33101.2045.8984.1288.6431.6750th-Percentile Queue Length [ft] 0.883.131.104.368.151.183.974.051.843.363.551.2750th-Percentile Queue Length [veh] NoNoYesNoYesNoYesNoNoNoNoYesCritical Lane Group CCCCDCBBBBBBLane Group LOS 20.7130.1824.2425.7738.1222.9815.0715.0510.9114.6814.6010.36d, Delay for Lane Group [s/veh] 0.120.400.230.450.850.170.350.350.320.310.310.24X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.160.600.392.644.860.271.051.031.420.940.871.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.180.110.110.500.110.170.500.500.500.500.500.50k, delay calibration 20.5429.5823.8523.1333.2622.7014.0214.029.4913.7413.739.32d1, Uniform Delay [s] 516425304549435445906925591869925556c, Capacity [veh/h] 1528187611731615190013271843188196717671881914s, saturation flow rate [veh/h] 0.040.090.060.150.200.060.170.170.200.150.150.15(v / s)_i Volume / Saturation Flow Rate 0.340.230.310.340.230.310.490.490.580.490.490.58g / C, Green / Cycle 302028312128444452444452g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 131 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.12 25.7722.98 24.24 20.7130.1815.0710.36 14.63d_M, Delay for Movement [s/veh]15.0614.68 10.91 D CC CCCBBMovement LOS B BBB 32.08 26.88d_A, Approach Delay [s/veh]14.1113.81 C CApproach LOS B B 20.52d_I, Intersection Delay [s/veh] CIntersection LOS 0.431Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 132 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.152Volume to Capacity (v/c): CLevel Of Service: 17.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00380.00100.00100.00400.00Pocket Length [ft] 001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 2521620156025Total Analysis Volume [veh/h] 1134501406Total 15-Minute Volume [veh/h] 1.00001.00000.97000.97000.97000.9700Other Adjustment Factor 0.86900.86900.86900.86900.86900.8690Peak Hour Factor 2451418050222Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.000.005.500.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2451418050222Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 133 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 134 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 1.30d_I, Intersection Delay [s/veh] CAAApproach LOS 17.130.000.33d_A, Approach Delay [s/veh] 0.1813.280.000.000.001.4095th-Percentile Queue Length [ft] 0.010.530.000.000.000.0695th-Percentile Queue Length [veh] ACAAAAMovement LOS 9.3117.430.000.000.007.69d_M, Delay for Movement [s/veh] 0.000.150.000.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 135 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.101Volume to Capacity (v/c): BLevel Of Service: 11.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 48: 46 - Harper Puckett Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Baxter LaneBaxter LaneHarper Puckett RoadName Intersection Setup 000Pedestrian Volume [ped/h] 16124139152268Total Analysis Volume [veh/h] 431354517Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.83600.83600.83600.83600.83600.8360Peak Hour Factor 14108121131857Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 7.103.701.700.000.005.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14108121131857Base Volume Input [veh/h] Baxter LaneBaxter LaneHarper Puckett RoadName volumes 136 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 2.80d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.7310.68d_A, Approach Delay [s/veh] 0.000.008.858.8510.6010.6095th-Percentile Queue Length [ft] 0.000.000.350.350.420.4295th-Percentile Queue Length [veh] AAAAABMovement LOS 0.000.000.007.509.6111.03d_M, Delay for Movement [s/veh] 0.000.000.000.010.020.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 137 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.070Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 122959215011534Total Analysis Volume [veh/h] 30242338299Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.87600.87600.87600.87600.87600.8760Peak Hour Factor 111878413710130Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 4.503.304.802.201.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111878413710130Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 138 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 4.00d_I, Intersection Delay [s/veh] AABApproach LOS 3.480.0011.24d_A, Approach Delay [s/veh] 14.7314.730.000.0019.1919.1995th-Percentile Queue Length [ft] 0.590.590.000.000.770.7795th-Percentile Queue Length [veh] AAAABBMovement LOS 0.007.950.000.0010.5213.67d_M, Delay for Movement [s/veh] 0.000.070.000.000.140.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 139 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 54.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 142473084356691102212254112181Total Analysis Volume [veh/h] 462821891728556132845Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.82900.82900.82900.82900.82900.82900.82900.82900.82900.82900.82900.8290Peak Hour Factor 1220525702955784168174185138Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1220525702955784168174185138Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 140 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 54.65Intersection Delay [s/veh] DFEDApproach LOS 27.29101.0335.7028.84Approach Delay [s/veh] 122.90428.98177.9810.03141.3895th-Percentile Queue Length [ft] 4.9217.167.120.405.6695th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 141 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Pedestrian Volume [ped/h] 35175248514200Total Analysis Volume [veh/h] 944621350Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.9340Peak Hour Factor 34170241513187Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.003.500.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 34170241513187Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 142 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.59Intersection Delay [s/veh] ABBApproach LOS 9.7510.3511.69Approach Delay [s/veh] 29.0937.901.4637.6095th-Percentile Queue Length [ft] 1.161.520.061.5095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 143 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.526Volume to Capacity (v/c): BLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8167173168316211417188634Total Analysis Volume [veh/h] 24243427910344729Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 8162168163307211316176632Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.003.801.800.000.300.000.000.000.003.900.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8162168163307211316176632Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 144 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0346034602000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.01.00.03.01.00.03.00.00.03.00.0Amber [s] 030300303003000300Maximum Green [s] 055055050050Minimum Green [s] --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 145 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 62.0861.58278.550.6011.8999.3395th-Percentile Queue Length [ft] 2.482.4611.140.020.483.9795th-Percentile Queue Length [veh] 34.4934.21171.250.346.6055.1850th-Percentile Queue Length [ft] 1.381.376.850.010.262.2150th-Percentile Queue Length [veh] NoYesYesNoNoYesCritical Lane Group BBCBBBLane Group LOS 11.6414.9126.7512.1711.3914.50d, Delay for Lane Group [s/veh] 0.260.500.890.000.060.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.201.097.830.000.191.52d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.160.110.500.50k, delay calibration 11.4513.8218.9212.1711.2112.98d1, Uniform Delay [s] 682349541536571644c, Capacity [veh/h] 16349401606110612131456s, saturation flow rate [veh/h] 0.110.180.300.000.030.16(v / s)_i Volume / Saturation Flow Rate 0.420.440.340.450.400.40g / C, Green / Cycle 252620272424g_i, Effective Green Time [s] 3.000.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLane Group Lane Group Calculations 146 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 26.75 26.7512.17 14.91 11.6411.6411.3914.50 14.50d_M, Delay for Movement [s/veh]11.3914.50 11.39 C CB BBBBBMovement LOS B BBB 26.69 13.27d_A, Approach Delay [s/veh]11.3914.50 C BApproach LOS B B 19.43d_I, Intersection Delay [s/veh] BIntersection LOS 0.526Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------876Ring 2 -------------432Ring 1 Sequence 147 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.278Volume to Capacity (v/c): DLevel Of Service: 26.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 53: 51 - Flanders Mill Road / Durston Road Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 423524389510569Total Analysis Volume [veh/h] 1088110242617Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.94600.94600.94600.94600.94600.9460Peak Hour Factor 41347432949965Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.002.301.901.106.101.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41347432949965Base Volume Input [veh/h] Durston RoadDurston RoadFlanders Mill RoadName volumes 148 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.02d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.4920.85d_A, Approach Delay [s/veh] 0.000.000.006.6253.9653.9695th-Percentile Queue Length [ft] 0.000.000.000.262.162.1695th-Percentile Queue Length [veh] AAAACDMovement LOS 0.000.000.008.3517.2426.34d_M, Delay for Movement [s/veh] 0.000.000.000.080.160.28V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 149 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 17.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 54: 52 - Ferguson Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadFerguson AvenueFerguson AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 41977413218815311117225311368Total Analysis Volume [veh/h] 1491833473828431132817Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor 41987413318915410716625311468Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.000.001.500.003.201.803.600.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41987413318915410716625311468Base Volume Input [veh/h] Durston RoadDurston RoadFerguson AvenueFerguson AvenueName volumes 150 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 17.88Intersection Delay [s/veh] CCCCApproach LOS 17.3120.0416.8615.44Approach Delay [s/veh] 76.0021.80126.4676.4057.5595th-Percentile Queue Length [ft] 3.040.875.063.062.3095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 151 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.023Volume to Capacity (v/c): BLevel Of Service: 14.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 28621438229Total Analysis Volume [veh/h] 711011052Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92400.92400.92400.92400.92400.9240Peak Hour Factor 27521422208Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.100.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27521422208Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 152 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 0.52d_I, Intersection Delay [s/veh] AABApproach LOS 0.060.0012.19d_A, Approach Delay [s/veh] 0.000.130.000.004.634.6395th-Percentile Queue Length [ft] 0.000.010.000.000.190.1995th-Percentile Queue Length [veh] AAAABBMovement LOS 0.008.190.000.0011.2014.59d_M, Delay for Movement [s/veh] 0.000.000.000.000.040.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 153 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.160Volume to Capacity (v/c): CLevel Of Service: 17.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Pedestrian Volume [ped/h] 14657614191435924372287Total Analysis Volume [veh/h] 311413539069572Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87200.87200.87200.87200.87200.87200.87200.87200.87200.87200.87200.8720Peak Hour Factor 12550512171231321321996Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.005.908.300.300.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12550512171231321321996Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 154 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 2.58d_I, Intersection Delay [s/veh] CCAAApproach LOS 15.5015.070.470.21d_A, Approach Delay [s/veh] 2.572.5714.073.743.744.410.000.001.400.000.000.4495th-Percentile Queue Length [ft] 0.100.100.560.150.150.180.000.000.060.000.000.0295th-Percentile Queue Length [veh] ABCBCCAAAAAAMovement LOS 9.6114.8117.0110.6915.4216.200.000.007.800.000.008.03d_M, Delay for Movement [s/veh] 0.020.020.160.010.040.060.000.000.020.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 155 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.558Volume to Capacity (v/c): CLevel Of Service: 24.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 48139621852221216610321265035878Total Analysis Volume [veh/h] 1235164655301625831138920Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.9270Peak Hour Factor 4613460179214117639861204834275Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.206.006.701.701.900.900.002.101.602.103.502.70Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4613460179214117639861204834275Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 156 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 3838003800442203513Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 4545004500902509025Maximum Green [s] 1515001500301003010Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 36.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 157 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 26.04102.7066.66330.99105.74382.00387.4453.19122.70126.2336.3095th-Percentile Queue Length [ft] 1.044.112.6713.244.2315.2815.502.134.915.051.4595th-Percentile Queue Length [veh] 14.4657.0537.04211.6858.74251.87256.1929.5568.1770.1320.1750th-Percentile Queue Length [ft] 0.582.281.488.472.3510.0710.251.182.732.810.8150th-Percentile Queue Length [veh] NoNoNoYesNoYesNoNoNoNoYesCritical Lane Group BCDCCCCABBBLane Group LOS 14.6223.6244.1131.5930.8125.1825.069.8916.2916.2213.04d, Delay for Lane Group [s/veh] 0.070.240.400.720.320.670.670.190.250.240.19X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.040.211.633.330.484.374.260.170.730.690.99d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.200.110.500.500.140.500.500.50k, delay calibration 14.5823.4142.4828.2630.3220.8120.809.7215.5615.5412.05d1, Uniform Delay [s] 718584156562378812829677811847417c, Capacity [veh/h] 158017929311726125818221861110017581836734s, saturation flow rate [veh/h] 0.030.080.070.240.100.300.300.110.110.110.11(v / s)_i Volume / Saturation Flow Rate 0.450.330.330.330.330.450.450.570.460.460.57g / C, Green / Cycle 4331313131424254444454g_i, Effective Green Time [s] 0.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 158 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 31.59 31.5930.81 44.11 14.6223.6225.1813.04 16.25d_M, Delay for Movement [s/veh]25.1116.29 9.89 C CC BDCCBMovement LOS B CBA 31.41 26.99d_A, Approach Delay [s/veh]23.5515.74 C CApproach LOS B C 24.04d_I, Intersection Delay [s/veh] CIntersection LOS 0.558Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 159 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.636Volume to Capacity (v/c): DLevel Of Service: 25.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 2300Pedestrian Volume [ped/h] 5700295001519676719661179Total Analysis Volume [veh/h] 140074003824217516545Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.86601.00001.00000.86601.00001.00000.86600.86600.86600.86600.86600.8660Peak Hour Factor 4900266001358636017590160Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.004.102.002.004.402.906.705.903.705.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4900266001358636017590160Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 160 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.66d_I, Intersection Delay [s/veh] BDAAApproach LOS 11.0425.380.532.82d_A, Approach Delay [s/veh] 7.150.000.00108.760.000.000.000.006.210.000.0031.1595th-Percentile Queue Length [ft] 0.290.000.004.350.000.000.000.000.250.000.001.2595th-Percentile Queue Length [veh] BDAAAAABMovement LOS 11.040.000.0025.380.000.000.000.009.460.000.0013.53d_M, Delay for Movement [s/veh] 0.090.000.000.640.000.000.000.010.080.000.010.30V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 161 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.522Volume to Capacity (v/c): CLevel Of Service: 21.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 102163431272522842427712456042575Total Analysis Volume [veh/h] 26411132637160193611510619Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.8700Peak Hour Factor 89142371132242522046512075135963Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 7.908.508.103.504.902.005.402.304.303.905.603.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 89142371132242522046512075135963Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 162 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 0100101001010010100Pedestrian Clearance [s] 050550550550Walk [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 03011303011353513363614Split [s] 0.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 04525454525909025909025Maximum Green [s] 015815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,86,82,7Auxiliary Signal Groups 047883661225Signal group PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 163 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 224.1625.9072.20202.97224.1631.37271.09133.1829.22145.8636.7095th-Percentile Queue Length [ft] 8.971.042.898.128.971.2510.845.331.175.831.4795th-Percentile Queue Length [veh] 130.4914.3940.11115.03130.4917.43165.5873.9916.2381.0320.3950th-Percentile Queue Length [ft] 5.220.581.604.605.220.706.622.960.653.240.8250th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group CBBCCACBBCBLane Group LOS 31.8818.9015.9228.5231.702.4024.4014.6612.1421.1013.19d, Delay for Lane Group [s/veh] 0.640.100.190.510.650.200.580.400.080.340.16X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.890.100.240.827.470.361.881.880.200.710.68d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.120.110.190.110.500.500.500.500.500.500.50k, delay calibration 30.0018.8015.6827.7024.232.0422.5312.7811.9520.3912.51d1, Uniform Delay [s] 414431678493434123313246207691268483c, Capacity [veh/h] 1640119115601811128715323536112615543426931s, saturation flow rate [veh/h] 0.160.040.080.140.220.160.220.220.040.120.08(v / s)_i Volume / Saturation Flow Rate 0.250.370.430.270.370.800.380.520.500.370.52g / C, Green / Cycle 2334392434723446453346g_i, Effective Green Time [s] 3.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 164 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 28.52 15.9231.70 18.90 31.8831.882.4013.19 21.10d_M, Delay for Movement [s/veh]24.4012.14 14.66 C BC CBCACMovement LOS B CBB 27.47 30.07d_A, Approach Delay [s/veh]18.2719.08 C CApproach LOS B B 21.93d_I, Intersection Delay [s/veh] CIntersection LOS 0.522Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 165 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.258Volume to Capacity (v/c): BLevel Of Service: 18.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 231337160618101712964458Total Analysis Volume [veh/h] 178940154243216115Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 22843414556191511857452Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.005.602.902.801.400.006.700.000.003.500.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 22843414556191511857452Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 166 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0450045002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 167 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 74.0274.1125.04205.12216.045.258.402.9220.3618.9195th-Percentile Queue Length [ft] 2.962.961.008.208.640.210.340.120.810.7695th-Percentile Queue Length [veh] 41.1241.1713.91116.58124.532.924.671.6211.3110.5050th-Percentile Queue Length [ft] 1.641.650.564.664.980.120.190.060.450.4250th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoYesCritical Lane Group BBCCCCAAAALane Group LOS 16.5316.5328.9020.2920.1820.187.618.837.928.89d, Delay for Lane Group [s/veh] 0.270.270.210.670.660.030.030.010.080.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.250.250.601.361.250.030.070.030.180.18d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.50k, delay calibration 16.2916.2828.3018.9418.9220.147.548.807.748.71d1, Uniform Delay [s] 581583174564607345899762851790c, Capacity [veh/h] 179517996851743187410811722135416291377s, saturation flow rate [veh/h] 0.090.090.050.220.210.010.020.010.040.04(v / s)_i Volume / Saturation Flow Rate 0.330.330.330.330.330.330.520.520.520.52g / C, Green / Cycle 21212121212134343434g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 168 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.22 20.2920.18 28.90 16.5316.537.618.89 7.92d_M, Delay for Movement [s/veh]7.617.92 8.83 C CC BCBAAMovement LOS A AAA 20.23 17.83d_A, Approach Delay [s/veh]7.908.37 C BApproach LOS A A 18.08d_I, Intersection Delay [s/veh] BIntersection LOS 0.258Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 169 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.112Volume to Capacity (v/c): DLevel Of Service: 25.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 30234163138543314925555819Total Analysis Volume [veh/h] 859489611812614155Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.9300Peak Hour Factor 28218152935840294623515418Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.607.306.700.001.400.000.000.000.002.001.9011.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28218152935840294623515418Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 170 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 5.31d_I, Intersection Delay [s/veh] AACCApproach LOS 0.470.7320.2419.64d_A, Approach Delay [s/veh] 0.005.3510.700.000.002.5432.0932.0932.0938.5638.5638.5695th-Percentile Queue Length [ft] 0.000.210.430.000.000.101.281.281.281.541.541.5495th-Percentile Queue Length [veh] AAAAAABCDCCDMovement LOS 0.000.008.270.000.007.8414.1921.2125.8515.6221.7025.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.030.040.160.110.080.190.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0011Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 171 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.701Volume to Capacity (v/c): ELevel Of Service: 46.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 63: 60 - Davis Lane / Oak Street Intersection Level Of Service Report NoYesNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Oak StreetOak StreetDavis LaneName Intersection Setup 000Pedestrian Volume [ped/h] 145205307162186179Total Analysis Volume [veh/h] 365177404645Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.84000.84000.84000.84000.84000.8400Peak Hour Factor 122172258136156150Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 5.705.802.306.604.501.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122172258136156150Base Volume Input [veh/h] Oak StreetOak StreetDavis LaneName volumes 172 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 9.99d_I, Intersection Delay [s/veh] AADApproach LOS 0.002.9428.63d_A, Approach Delay [s/veh] 0.000.0048.1848.1824.17117.8595th-Percentile Queue Length [ft] 0.000.001.931.930.974.7195th-Percentile Queue Length [veh] AAAABEMovement LOS 0.000.000.008.5211.3246.61d_M, Delay for Movement [s/veh] 0.000.000.000.140.250.70V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 173 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.360Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 01220641489833000328124Total Analysis Volume [veh/h] 001521372583008231Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 01219441399431700315119Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.003.600.002.205.304.400.000.003.2010.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01219441399431700315119Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 174 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 027027270046006317Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 175 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 2.58160.46149.7540.86159.830.0076.5227.2595th-Percentile Queue Length [ft] 0.106.425.991.636.390.003.061.0995th-Percentile Queue Length [veh] 1.4389.1583.2022.7088.790.0042.5115.1450th-Percentile Queue Length [ft] 0.063.573.330.913.550.001.700.6150th-Percentile Queue Length [veh] NoNoYesNoYesNoNoYesCritical Lane Group CCDABAAALane Group LOS 32.8224.9638.919.3911.610.004.474.98d, Delay for Lane Group [s/veh] 0.020.430.570.130.360.000.270.17X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.062.241.900.331.060.000.540.52d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.410.110.500.500.500.500.50k, delay calibration 32.7622.7237.019.0710.550.003.934.46d1, Uniform Delay [s] 1454822677839295141219721c, Capacity [veh/h] 50814031228138016389621657992s, saturation flow rate [veh/h] 0.010.150.120.070.200.000.200.12(v / s)_i Volume / Saturation Flow Rate 0.150.340.150.570.570.570.740.74g / C, Green / Cycle 1431145151516666g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 176 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.91 24.9638.91 32.82 32.8232.829.394.98 4.47d_M, Delay for Movement [s/veh]11.614.47 0.00 D CD CCCAAMovement LOS A BAA 30.88 32.82d_A, Approach Delay [s/veh]11.104.61 C CApproach LOS A B 14.50d_I, Intersection Delay [s/veh] BIntersection LOS 0.360Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 177 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.471Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 29027151830282328139035940238Total Analysis Volume [veh/h] 7373828767097901009Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.8600Peak Hour Factor 26024135726242125234932236034Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.400.004.400.007.704.209.504.002.300.900.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 26024135726242125234932236034Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 178 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 282800280054270358Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 69.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 179 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 200.3422.56148.356.6425.1824.3945.9446.98109.30204.2296.778.1595th-Percentile Queue Length [ft] 8.010.905.930.271.010.981.841.884.378.173.870.3395th-Percentile Queue Length [veh] 113.1312.5382.423.6913.9913.5525.5226.1060.72115.9353.764.5350th-Percentile Queue Length [ft] 4.530.503.300.150.560.541.021.042.434.642.150.1850th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group CCDCCCAAABBALane Group LOS 21.1631.7539.1531.3931.8833.826.166.156.6315.2512.133.77d, Delay for Lane Group [s/veh] 0.460.080.560.030.100.100.130.130.440.430.220.04X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.070.111.800.040.150.160.230.221.591.660.270.10d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.220.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 20.1031.6437.3431.3431.7333.665.935.935.0313.5811.863.68d1, Uniform Delay [s] 635318270271296274116111928858261852867c, Capacity [veh/h] 160919001342161517641349177918271177160135891107s, saturation flow rate [veh/h] 0.180.010.110.000.020.020.080.080.330.220.110.03(v / s)_i Volume / Saturation Flow Rate 0.390.170.170.170.170.170.650.650.720.520.520.72g / C, Green / Cycle 351515151515595965474765g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 180 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 31.88 31.3933.82 39.15 21.1631.756.163.77 12.13d_M, Delay for Movement [s/veh]6.1615.25 6.63 C CC CDCABMovement LOS A ABA 32.64 27.57d_A, Approach Delay [s/veh]6.4213.13 C CApproach LOS B A 14.81d_I, Intersection Delay [s/veh] BIntersection LOS 0.471Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 181 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.650Volume to Capacity (v/c): CLevel Of Service: 27.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 171456101106319968213290121373439Total Analysis Volume [veh/h] 43114252680242133233093110Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.8700Peak Hour Factor 1524059094283857311780107331390Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.301.203.301.100.701.200.003.403.800.902.101.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1524059094283857311780107331390Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 182 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010001001010010100Pedestrian Clearance [s] 050050550550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 0541704582020820208Split [s] 0.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,48Auxiliary Signal Groups 061025447883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 183 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 504.6352.4466.29216.3950.7658.48126.4454.8885.91283.06298.9395th-Percentile Queue Length [ft] 20.192.102.658.662.032.345.062.203.4411.3211.9695th-Percentile Queue Length [veh] 351.0029.1336.83124.7928.2032.4970.2430.4947.73174.68186.8550th-Percentile Queue Length [ft] 14.041.171.474.991.131.302.811.221.916.997.4750th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group DBBCCCDBCCCLane Group LOS 36.4714.8619.0321.6720.2223.7935.6218.0521.8628.0523.99d, Delay for Lane Group [s/veh] 0.930.200.180.450.340.170.390.210.220.580.63X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 9.670.220.140.450.710.173.361.140.923.844.18d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.190.130.110.110.110.110.500.500.500.500.50k, delay calibration 26.8014.6418.8921.2219.5123.6232.2616.9120.9424.2119.81d1, Uniform Delay [s] 677515597706282475339424551640702c, Capacity [veh/h] 1791114415971887933161518381095160118611531s, saturation flow rate [veh/h] 0.350.090.070.170.100.050.070.080.080.200.29(v / s)_i Volume / Saturation Flow Rate 0.380.460.370.370.460.290.180.430.340.340.43g / C, Green / Cycle 3442343442261638313138g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 184 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.67 19.0320.22 14.86 36.4736.4723.7923.99 28.05d_M, Delay for Movement [s/veh]35.6221.86 18.05 C BC DBDCCMovement LOS C DCB 20.87 33.47d_A, Approach Delay [s/veh]27.2325.34 C CApproach LOS C C 27.01d_I, Intersection Delay [s/veh] CIntersection LOS 0.650Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 185 3/16/2016 LEVEL OF SERVICE Site: AM-2015-11th Avenue / College Street New Site Roundabout All Movement Classes South East North West Intersection LOS A A A A A Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:09 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 MOVEMENT SUMMARY Site: AM-2015-11th Avenue / College Street New Site Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 73 0.0 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 23.5 8 T1 93 1.3 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 23.3 18 R2 31 0.0 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 22.9 Approach 198 0.6 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 23.3 East: College Street 1 L2 57 0.0 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 26.9 6 T1 228 0.5 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 27.0 16 R2 153 0.0 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 26.5 Approach 438 0.3 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 26.8 North: 11th Avenue 7 L2 89 0.0 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.4 4 T1 195 0.6 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.5 14 R2 156 0.0 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.0 Approach 440 0.3 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.3 West: College Street 5 L2 66 0.0 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.5 2 T1 263 1.8 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.6 12 R2 99 1.2 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.1 Approach 429 1.4 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.5 All Vehicles 1504 0.6 0.454 8.3 LOS A 2.1 52.8 0.46 0.40 26.0 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:09 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 4/1/2016Report File: F:\...\Existing PM.pdf Scenario 2: Existing - PMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP D36.70.640NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 A9.70.439SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B12.50.370EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B18.00.443WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 F74.40.346EB LeftHCM 2010Two-way stop13 - Rouse Avenue / Peach Street13 C18.90.279NB LeftHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 C18.00.029NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B13.70.294EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 C20.30.217SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 C24.90.706SB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 C18.10.088WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 B12.60.418EB LeftHCM 2010Signalized06 - 19th Avenue / Stucky Road6 B12.60.500EB LeftHCM 2010Signalized05 - 19th Avenue / Garfield Street5 C26.50.508EB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 B13.60.468SB RightHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 E45.00.610NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F67.40.498WB LeftHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C32.70.586WB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 C27.60.562EB LeftHCM 2010Signalized38 - 19th Avenue / Durston Road40 C24.50.556WB LeftHCM 2010Signalized37 - 19th Avenue / Oak Street39 B14.50.422EB LeftHCM 2010Signalized36 - 19th Avenue / Tschache Way38 B15.50.519NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 F91.80.320SEB LeftHCM 2010Two-way stop34 - 19th Avenue / I-90 EB Ramp36 C19.70.057SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 C19.70.322SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 C25.00.389NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 F71.10.344SB LeftHCM 2010Two-way stop30 - 7th Avenue / Kagy Boulevard32 B10.3EB ThruHCM 2010All-way stop29 - 7th Avenue / Grant Street31 C17.9EB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 C28.50.744NB LeftHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 B14.4NB ThruHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 C15.8NB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 A9.1EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F59.80.030NB LeftHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F103.40.503NB LeftHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 F93.00.860EB LeftHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 F56.10.000WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F519.30.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with D26.50.322SB LeftHCM 2010Two-way stop60 - Davis Lane / Oak Street63 D34.10.092SB LeftHCM 2010Two-way stop59 - 27th Avenue / Oak Street62 B16.90.385EB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 D44.60.816EB LeftHCM 2010Signalized57 - 7th Avenue / Oak Street60 C23.50.628EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 C24.50.523WB LeftHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 C23.90.124EB LeftHCM 2010Two-way stop54 - Cottonwood Road / Babcock Street56 C16.80.010NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 D25.4NB ThruHCM 2010All-way stop52 - Ferguson Avenue / Durston Road54 D34.80.261SB LeftHCM 2010Two-way stop51 - Flanders Mill Road / Durston Road53 B18.70.504EB ThruHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B11.2WB ThruHCM 2010All-way stop49 - Laurel Parkway / Durston Road51 D32.8EB ThruHCM 2010All-way stop48 - Davis Lane / Baxter Lane50 C16.00.177NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 B11.20.067SB LeftHCM 2010Two-way stop46 - Harper Puckett Road / Baxter Lane48 C16.10.088EB LeftHCM 2010Two-way stop45 - 19th Avenue / Graf Street47 C20.80.443WB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 B10.40.344EB RightHCM 2010Signalized43 - 19th Avenue / Koch Street45 C23.40.351WB RightHCM 2010Signalized42 - 19th Avenue / Babcock Street44 B12.70.398SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 D53.20.698NB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C24.70.506EB ThruHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 B18.50.497WB LeftHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B13.20.460EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 4 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.498Volume to Capacity (v/c): FLevel Of Service: 67.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 4030Pedestrian Volume [ped/h] 84103544870413374424744070Total Analysis Volume [veh/h] 21261312181393101211018Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.8730Peak Hour Factor 7390474464412340384340064Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.600.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7390474464412340384340064Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 12.24d_I, Intersection Delay [s/veh] EDAAApproach LOS 47.7133.440.831.04d_A, Approach Delay [s/veh] 113.10113.1056.0263.8163.8163.8148.3748.3748.3764.6564.6564.6595th-Percentile Queue Length [ft] 4.524.522.242.552.552.551.931.931.932.592.592.5995th-Percentile Queue Length [veh] DEFCEFAAAAAAMovement LOS 34.9947.7567.4324.1138.0265.250.000.008.470.000.008.24d_M, Delay for Movement [s/veh] 0.140.540.500.070.370.050.000.000.040.000.000.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.610Volume to Capacity (v/c): ELevel Of Service: 45.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 32013388190176190Total Analysis Volume [veh/h] 803322484447Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.85800.85800.85800.85800.85800.8580Peak Hour Factor 28611979170151163Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.800.000.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28611979170151163Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 14.86d_I, Intersection Delay [s/veh] AAEApproach LOS 2.380.0041.61d_A, Approach Delay [s/veh] 0.008.590.000.00196.74196.7495th-Percentile Queue Length [ft] 0.000.340.000.007.877.8795th-Percentile Queue Length [veh] AAAAEEMovement LOS 0.008.110.000.0037.9245.03d_M, Delay for Movement [s/veh] 0.000.100.000.000.220.61V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.468Volume to Capacity (v/c): BLevel Of Service: 13.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 002Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 3401104987163228266Total Analysis Volume [veh/h] 85276247415766Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.93600.93600.93600.93600.93600.9360Peak Hour Factor 3281065952157222259Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.001.801.001.902.800.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3281065952157222259Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.04.04.00.00.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 066660034Split [s] 0.02.02.00.00.02.0All red [s] 0.04.04.00.00.04.0Amber [s] 030300030Maximum Green [s] 060600015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 112.09197.07169.29126.42244.89276.7395th-Percentile Queue Length [ft] 4.487.886.775.069.8011.0795th-Percentile Queue Length [veh] 62.27110.7794.0570.23145.86169.8650th-Percentile Queue Length [ft] 2.494.433.762.815.836.7950th-Percentile Queue Length [veh] NoNoNoYesNoYesCritical Lane Group AAACDDLane Group LOS 6.196.886.4620.1646.1746.05d, Delay for Lane Group [s/veh] 0.300.440.390.470.830.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.670.560.464.536.366.12d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.11k, delay calibration 5.516.316.0015.6339.8139.93d1, Uniform Delay [s] 113725052525346275315c, Capacity [veh/h] 16133554358250915711802s, saturation flow rate [veh/h] 0.210.310.280.320.150.15(v / s)_i Volume / Saturation Flow Rate 0.710.710.710.710.170.17g / C, Green / Cycle 717171711717g_i, Effective Green Time [s] 4.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.46 6.88 6.1946.05d_M, Delay for Movement [s/veh]20.1646.17 AA ADMovement LOS CD 6.718.40d_A, Approach Delay [s/veh]46.10 AAApproach LOS D 13.64d_I, Intersection Delay [s/veh] BIntersection LOS 0.468Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 12 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.508Volume to Capacity (v/c): CLevel Of Service: 26.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 15777524297852115291549634304305Total Analysis Volume [veh/h] 39194674213297392497676Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 15676824294844114281489233292293Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.601.804.500.001.600.600.000.001.103.000.300.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15676824294844114281489233292293Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0680068006200620Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0600060001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 386.07405.3826.40253.37358.07155.9873.6775.45106.2727.05259.51317.0695th-Percentile Queue Length [ft] 15.4416.221.0610.1314.326.242.953.024.251.0810.3812.6895th-Percentile Queue Length [veh] 255.10270.5114.67152.21232.9286.6540.9341.9259.0415.03156.82200.8550th-Percentile Queue Length [ft] 10.2010.820.596.099.323.471.641.682.360.606.278.0350th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoNoNoYesCritical Lane Group CCCCCDCCCBCCLane Group LOS 25.8625.8234.8823.3124.8944.9820.2120.1632.5819.4923.6733.70d, Delay for Lane Group [s/veh] 0.560.560.100.400.520.530.110.110.230.050.350.55X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.620.590.190.340.251.980.270.241.270.121.103.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 25.2325.2334.6922.9724.6443.0019.9519.9231.3119.3722.5729.88d1, Uniform Delay [s] 8148642347481649218827874420721872558c, Capacity [veh/h] 1759186662916153561606179819001080156818941216s, saturation flow rate [veh/h] 0.260.260.040.180.240.190.050.050.090.020.160.25(v / s)_i Volume / Saturation Flow Rate 0.460.460.460.460.460.460.460.460.460.460.460.46g / C, Green / Cycle 606060606060606060606060g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 24.89 23.3144.98 34.88 25.8625.8320.2133.70 23.67d_M, Delay for Movement [s/veh]20.1819.49 32.58 C CD CCCCCMovement LOS C CBC 26.35 26.06d_A, Approach Delay [s/veh]24.4528.21 C CApproach LOS C C 26.47d_I, Intersection Delay [s/veh] CIntersection LOS 0.508Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.500Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1233Bicycle Volume [bicycles/h] 4110Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 7022123842436537195816874494Total Analysis Volume [veh/h] 1763966913180144218124Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.94800.94800.94800.94800.94800.94800.94800.94800.94800.94800.94800.9480Peak Hour Factor 6621113642334527105716863488Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6621113642334527105716863488Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0250682500681308227Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0450904500903009030Maximum Green [s] 0200602000601006010Minimum Green [s] --------Lead--LeadLead / Lag 6,8Auxiliary Signal Groups 040680061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 18 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 111.5514.2985.1827.6346.20223.34227.1216.50227.16227.91214.0995th-Percentile Queue Length [ft] 4.460.573.411.111.858.939.080.669.099.128.5695th-Percentile Queue Length [veh] 61.977.9447.3215.3525.67129.89132.679.16132.70133.25123.1150th-Percentile Queue Length [ft] 2.480.321.890.611.035.205.310.375.315.334.9250th-Percentile Queue Length [veh] YesNoNoNoNoNoNoYesNoNoYesCritical Lane Group DDADDBBABBBLane Group LOS 44.8244.903.3542.3050.2912.6512.614.8810.2410.2213.90d, Delay for Lane Group [s/veh] 0.330.050.300.080.190.340.340.100.360.360.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.700.070.580.100.460.830.800.240.820.816.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.370.500.500.50k, delay calibration 44.1244.832.7642.2049.8411.8211.804.649.429.417.49d1, Uniform Delay [s] 27625612973171941117114959212331242686c, Capacity [veh/h] 165514091595190013241848190076018861900898s, saturation flow rate [veh/h] 0.060.010.240.010.030.210.210.080.240.230.55(v / s)_i Volume / Saturation Flow Rate 0.170.170.810.170.170.610.610.750.650.650.75g / C, Green / Cycle 2020982020737390787890g_i, Effective Green Time [s] 3.003.000.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.30 3.3550.29 44.90 44.8244.8212.6513.90 10.23d_M, Delay for Movement [s/veh]12.6310.24 4.88 D AD DDDBBMovement LOS B BBA 9.26 44.83d_A, Approach Delay [s/veh]12.0911.54 A DApproach LOS B B 12.59d_I, Intersection Delay [s/veh] BIntersection LOS 0.500Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.418Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 3533631143624226Total Analysis Volume [veh/h] 98478109607Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95400.95400.95400.95400.95400.9540Peak Hour Factor 3533430943324026Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 5.700.900.600.701.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3533430943324026Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.04.00.04.04.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 039021210Split [s] 0.02.00.02.02.00.0All red [s] 0.04.00.04.04.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 16.69203.8784.65122.7559.249.8895th-Percentile Queue Length [ft] 0.678.153.394.912.370.4095th-Percentile Queue Length [veh] 9.27115.6847.0368.1932.915.4950th-Percentile Queue Length [ft] 0.374.631.882.731.320.2250th-Percentile Queue Length [veh] NoYesNoYesNoNoCritical Lane Group BCAAABLane Group LOS 18.4826.387.778.236.7611.50d, Delay for Lane Group [s/veh] 0.100.830.340.400.220.05X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.134.311.001.120.480.20d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 18.3622.076.787.116.2711.30d1, Uniform Delay [s] 34640792010821076502c, Capacity [veh/h] 15281793160518871877968s, saturation flow rate [veh/h] 0.020.190.190.230.130.03(v / s)_i Volume / Saturation Flow Rate 0.230.230.570.570.570.57g / C, Green / Cycle 141434343434g_i, Effective Green Time [s] 4.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 7.77 26.38 18.4811.50d_M, Delay for Movement [s/veh]8.236.76 CA BBMovement LOS AA 25.648.04d_A, Approach Delay [s/veh]7.22 CAApproach LOS A 12.59d_I, Intersection Delay [s/veh] BIntersection LOS 0.418Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.088Volume to Capacity (v/c): CLevel Of Service: 18.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 1022730016432140Total Analysis Volume [veh/h] 2677541835Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.92700.92700.92700.92700.92700.9270Peak Hour Factor 952529015831135Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.004.001.701.300.001.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 952529015831135Base Volume Input [veh/h] Name volumes 25 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 3.72d_I, Intersection Delay [s/veh] BAAApproach LOS 12.042.790.00d_A, Approach Delay [s/veh] 18.7118.7136.3736.370.000.0095th-Percentile Queue Length [ft] 0.750.751.451.450.000.0095th-Percentile Queue Length [veh] BCAAAAMovement LOS 10.4418.090.007.890.000.00d_M, Delay for Movement [s/veh] 0.110.090.000.120.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.706Volume to Capacity (v/c): CLevel Of Service: 24.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 2033Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1585512338573208123540924Total Analysis Volume [veh/h] 39112882128020591026Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.8760Peak Hour Factor 1445467297462927421437322Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.100.002.103.400.000.000.001.709.606.101.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1445467297462927421437322Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0450045003500350Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 476.6918.46204.4773.15149.41272.5395th-Percentile Queue Length [ft] 19.070.748.182.935.9810.9095th-Percentile Queue Length [veh] 328.1510.26116.1140.6483.01166.6750th-Percentile Queue Length [ft] 13.130.414.641.633.326.6750th-Percentile Queue Length [veh] YesNoNoNoNoYesCritical Lane Group CBCCBCLane Group LOS 30.3810.9220.0933.7419.8022.45d, Delay for Lane Group [s/veh] 0.870.050.450.330.410.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 10.480.022.023.582.113.07d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.400.110.500.500.500.50k, delay calibration 19.9010.9018.0730.1617.6919.38d1, Uniform Delay [s] 777902725245579761c, Capacity [veh/h] 14371756186090514851831s, saturation flow rate [veh/h] 0.470.030.180.090.160.24(v / s)_i Volume / Saturation Flow Rate 0.490.490.390.390.390.39g / C, Green / Cycle 393931313131g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 10.92 10.9210.92 30.38 30.3830.3820.0922.45 22.45d_M, Delay for Movement [s/veh]20.0919.80 33.74 B BB CCCCCMovement LOS C CBC 10.92 30.38d_A, Approach Delay [s/veh]22.8021.52 B CApproach LOS C C 24.87d_I, Intersection Delay [s/veh] CIntersection LOS 0.706Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.217Volume to Capacity (v/c): CLevel Of Service: 20.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 644312846112965Total Analysis Volume [veh/h] 1610871153216Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81600.81600.81600.81600.81600.8160Peak Hour Factor 543662415211055Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.901.103.807.700.901.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 543662415211055Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 3.36d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.5315.19d_A, Approach Delay [s/veh] 0.000.0036.6236.6220.2120.1995th-Percentile Queue Length [ft] 0.000.001.461.460.810.8195th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.6812.6220.29d_M, Delay for Movement [s/veh] 0.000.000.000.060.210.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.294Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0102Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 110917022911024117620710117Total Analysis Volume [veh/h] 032425702604452229Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.88900.88900.88900.88900.88900.88900.88900.88900.88900.88900.88900.8890Peak Hour Factor 198157212192231631929108Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.0012.502.501.900.0011.101.301.806.3011.101.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 198157212192231631929108Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.03.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 035003600551955350Split [s] 0.02.00.00.02.00.00.02.02.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 060006000602560600Maximum Green [s] 030003000301030300Minimum Green [s] --------Lead---Lead / Lag 6,8Auxiliary Signal Groups 020040083860Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 12.77114.80155.730.72114.5676.090.8294.6095th-Percentile Queue Length [ft] 0.514.596.230.034.583.040.033.7895th-Percentile Queue Length [veh] 7.0963.7886.520.4063.6542.270.4652.5650th-Percentile Queue Length [ft] 0.282.553.460.022.551.690.022.1050th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CBCCBBACLane Group LOS 20.7419.9720.3022.4610.8310.700.2123.82d, Delay for Lane Group [s/veh] 0.050.280.320.000.240.240.140.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.041.131.140.010.560.410.050.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.270.110.11k, delay calibration 20.7018.8419.1622.4510.2710.290.1623.49d1, Uniform Delay [s] 44361172541710357451435451c, Capacity [veh/h] 11541572186511471863131315191124s, saturation flow rate [veh/h] 0.020.110.120.000.130.130.140.11(v / s)_i Volume / Saturation Flow Rate 0.330.390.390.390.560.560.940.33g / C, Green / Cycle 3035353550508530g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.000.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.30 19.9722.46 20.74 20.7420.7410.8323.82 23.82d_M, Delay for Movement [s/veh]10.830.21 10.70 C BC CCCBCMovement LOS C BAB 20.17 20.74d_A, Approach Delay [s/veh]10.779.19 C CApproach LOS A B 13.68d_I, Intersection Delay [s/veh] BIntersection LOS 0.294Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.029Volume to Capacity (v/c): CLevel Of Service: 18.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0600Pedestrian Volume [ped/h] 41731911178987423547359Total Analysis Volume [veh/h] 14353452419611292Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89500.89500.89500.89500.89500.89500.89500.89500.89500.89500.89500.8950Peak Hour Factor 41611810166916921544338Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.500.000.000.600.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41611810166916921544338Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.92d_I, Intersection Delay [s/veh] AABBApproach LOS 0.742.6411.8113.38d_A, Approach Delay [s/veh] 12.2012.2012.2019.0419.0419.0414.3614.3614.3615.7215.7215.7295th-Percentile Queue Length [ft] 0.490.490.490.760.760.760.570.570.570.630.630.6395th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.610.000.007.7410.2815.5817.2410.6315.8918.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.070.090.060.020.050.090.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.279Volume to Capacity (v/c): CLevel Of Service: 18.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 3434Pedestrian Volume [ped/h] 2256167224024602931114Total Analysis Volume [veh/h] 1644186011107828Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.8930Peak Hour Factor 2238156722324502729106Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.700.006.000.900.000.000.000.000.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2238156722324502729106Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.44d_I, Intersection Delay [s/veh] AABCApproach LOS 0.460.0512.3918.18d_A, Approach Delay [s/veh] 20.9020.9020.9023.4423.4423.441.541.541.5445.6745.6745.6795th-Percentile Queue Length [ft] 0.840.840.840.940.940.940.060.060.061.831.831.8395th-Percentile Queue Length [veh] AAAAAAABBBCCMovement LOS 0.000.007.920.000.007.759.8014.1214.9514.8618.6718.90d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.010.000.040.070.28V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.346Volume to Capacity (v/c): FLevel Of Service: 74.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 1245637652367242859934557Total Analysis Volume [veh/h] 3114119139181071528614Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 1215437451357041657933655Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.800.000.000.002.000.001.400.500.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1215437451357041657933655Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 11.04d_I, Intersection Delay [s/veh] CFAAApproach LOS 24.0655.960.861.18d_A, Approach Delay [s/veh] 66.4866.4866.48124.58124.58124.5861.9561.9561.9545.4645.4645.4695th-Percentile Queue Length [ft] 2.662.662.664.984.984.982.482.482.481.821.821.8295th-Percentile Queue Length [veh] CDEEFFAAAAAAMovement LOS 19.4533.1644.6345.7958.0574.430.000.008.110.000.008.54d_M, Delay for Movement [s/veh] 0.180.290.030.130.260.350.000.000.050.000.000.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 42 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.443Volume to Capacity (v/c): BLevel Of Service: 18.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 2032620Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 83506160000521630015891Total Analysis Volume [veh/h] 21126400001341004023Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.82400.82400.82401.00001.00001.00000.82400.82401.00001.00000.82400.8240Peak Hour Factor 71434137000451400013678Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.200.002.002.002.002.200.702.002.002.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 71434137000451400013678Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 43 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 040000002000200Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 44 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 205.21222.0059.6773.0395th-Percentile Queue Length [ft] 8.218.882.392.9295th-Percentile Queue Length [veh] 116.65128.9033.1540.5750th-Percentile Queue Length [ft] 4.675.161.331.6250th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group CCAALane Group LOS 24.1023.567.869.36d, Delay for Lane Group [s/veh] 0.830.830.240.33X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 4.183.660.661.19d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 19.9219.907.208.17d1, Uniform Delay [s] 426480881749c, Capacity [veh/h] 1472165616211227s, saturation flow rate [veh/h] 0.240.240.130.20(v / s)_i Volume / Saturation Flow Rate 0.290.290.540.54g / C, Green / Cycle 17173333g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 45 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 23.56 24.1023.857.869.36 9.36d_M, Delay for Movement [s/veh]7.860.00 0.00 CCCAAMovement LOS A A 0.00 23.81d_A, Approach Delay [s/veh]7.869.36 A CApproach LOS A A 18.02d_I, Intersection Delay [s/veh] BIntersection LOS 0.443Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 46 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.370Volume to Capacity (v/c): BLevel Of Service: 12.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1116191Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000103362340357511962950Total Analysis Volume [veh/h] 000269090891349740Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.92400.92400.92401.00000.92400.92400.92400.92401.0000Peak Hour Factor 00099348330344491892840Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.000.000.300.002.000.302.001.102.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00099348330344491892840Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 47 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 48 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 127.24145.3695.6717.7048.7175.6495th-Percentile Queue Length [ft] 5.095.813.830.711.953.0395th-Percentile Queue Length [veh] 70.6980.7653.159.8427.0642.0250th-Percentile Queue Length [ft] 2.833.232.130.391.081.6850th-Percentile Queue Length [veh] YesNoYesNoNoNoCritical Lane Group CCABAALane Group LOS 21.7921.387.7110.136.807.22d, Delay for Lane Group [s/veh] 0.640.620.360.090.240.30X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.841.501.020.330.670.81d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 19.9519.886.699.806.136.42d1, Uniform Delay [s] 364429989551829971c, Capacity [veh/h] 14371694170597014301673s, saturation flow rate [veh/h] 0.160.160.210.050.140.18(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 49 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.52 21.7921.38 0.00 0.000.000.000.00 7.22d_M, Delay for Movement [s/veh]7.716.80 10.13 C CCAMovement LOS AAB 21.57 0.00d_A, Approach Delay [s/veh]8.017.05 C AApproach LOS A A 12.51d_I, Intersection Delay [s/veh] BIntersection LOS 0.370Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 50 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.439Volume to Capacity (v/c): ALevel Of Service: 9.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 0512Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1527457568134153Total Analysis Volume [veh/h] 3818618920838Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.87900.87900.87900.87900.87900.8790Peak Hour Factor 1386756857331140Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.401.901.301.400.002.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1386756857331140Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 51 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 044440021Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 015150015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 52 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 130.13125.58152.0196.88111.2595th-Percentile Queue Length [ft] 5.215.026.083.884.4595th-Percentile Queue Length [veh] 72.3069.7784.4553.8261.8150th-Percentile Queue Length [ft] 2.892.793.382.152.4750th-Percentile Queue Length [veh] NoNoNoYesYesCritical Lane Group AAAACLane Group LOS 8.097.698.888.3923.23d, Delay for Lane Group [s/veh] 0.460.430.520.470.52X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 1.551.301.992.151.16d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.11k, delay calibration 6.546.396.896.2322.07d1, Uniform Delay [s] 9791041953735360c, Capacity [veh/h] 15781678153610751594s, saturation flow rate [veh/h] 0.280.270.320.320.12(v / s)_i Volume / Saturation Flow Rate 0.620.620.620.620.22g / C, Green / Cycle 4040404015g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 53 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 8.71 7.85 8.0923.23d_M, Delay for Movement [s/veh]8.3923.23 AA ACMovement LOS AC 7.898.68d_A, Approach Delay [s/veh]23.23 AAApproach LOS C 9.73d_I, Intersection Delay [s/veh] AIntersection LOS 0.439Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 54 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.640Volume to Capacity (v/c): DLevel Of Service: 36.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 200681104761728634000375Total Analysis Volume [veh/h] 501700011943221100094Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.87200.87201.00001.00000.87200.87201.00001.00001.00000.87201.00000.8720Peak Hour Factor 180612104281558633630341Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.702.000.000.002.801.900.000.000.000.802.000.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 180612104281558633630341Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardName volumes 55 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03500481304700470Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040083Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 56 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 398.29421.380.84147.06147.06105.369.94296.83448.3895th-Percentile Queue Length [ft] 15.9316.860.035.885.884.210.4011.8717.9495th-Percentile Queue Length [veh] 264.84283.350.4681.7081.7058.535.52185.23305.1450th-Percentile Queue Length [ft] 10.5911.330.023.273.272.340.227.4112.2150th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group DDCBBCBCELane Group LOS 43.5842.6630.1616.9016.9021.3115.8925.2967.11d, Delay for Lane Group [s/veh] 0.870.870.000.320.320.500.030.630.93X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.9812.060.010.240.241.140.134.7930.28d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.330.330.110.110.110.110.500.500.50k, delay calibration 30.6030.6030.1616.6616.6620.1715.7620.4936.83d1, Uniform Delay [s] 489529247752752343490631403c, Capacity [veh/h] 1547167683916631663828100514251272s, saturation flow rate [veh/h] 0.270.270.000.140.140.210.020.280.29(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.450.450.450.440.440.44g / C, Green / Cycle 303030434343424242g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 57 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 16.90 16.9021.31 30.16 43.5842.9615.8967.11 25.29d_M, Delay for Movement [s/veh]15.8925.29 15.89 B BC DCDBCMovement LOS E BCB 18.07 43.09d_A, Approach Delay [s/veh]15.8945.52 B DApproach LOS D B 36.72d_I, Intersection Delay [s/veh] DIntersection LOS 0.640Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-2-Ring 1 Sequence 58 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 519.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 18298221601841011140116Total Analysis Volume [veh/h] 45246001502100028029Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.80100.80101.00001.00000.80100.80101.00001.00001.00000.80101.00000.8010Peak Hour Factor 150811214966910195097Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.100.000.002.600.000.000.000.002.102.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 150811214966910195097Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 59 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 54.82d_I, Intersection Delay [s/veh] AADFApproach LOS 0.011.4528.92492.04d_A, Approach Delay [s/veh] 0.0050.32100.640.000.0011.950.990.990.99457.13457.13457.1395th-Percentile Queue Length [ft] 0.002.014.030.000.000.480.040.040.0418.2918.2918.2995th-Percentile Queue Length [veh] AAAAABBFEFFFMovement LOS 0.000.008.660.000.0011.8810.4568.7347.38470.29519.35513.41d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.140.000.000.010.250.001.64V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0001Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 60 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 56.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 60134Pedestrian Volume [ped/h] 265014034705251920461125Total Analysis Volume [veh/h] 7103511181315511531Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor 255013934705221920458124Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.001.400.000.001.400.400.000.000.900.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 255013934705221920458124Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 61 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 3.09d_I, Intersection Delay [s/veh] CCAAApproach LOS 16.1217.080.261.89d_A, Approach Delay [s/veh] 7.137.137.1335.7835.7835.7892.8492.8492.84109.22109.22109.2295th-Percentile Queue Length [ft] 0.290.290.291.431.431.433.713.713.714.374.374.3795th-Percentile Queue Length [veh] BEFCEEAAAAAAMovement LOS 12.2736.1556.0915.8438.1244.920.000.008.390.000.009.17d_M, Delay for Movement [s/veh] 0.050.040.000.270.020.040.000.010.020.000.000.13V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 62 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.860Volume to Capacity (v/c): FLevel Of Service: 93.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 07120Pedestrian Volume [ped/h] 1203541131492429652544662Total Analysis Volume [veh/h] 30114313767413141171Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.9370Peak Hour Factor 1123511031402328951534552Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.900.000.000.0033.300.004.301.000.001.900.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1123511031402328951534552Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 63 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 15.65d_I, Intersection Delay [s/veh] CFAAApproach LOS 21.9291.831.200.03d_A, Approach Delay [s/veh] 58.1158.1158.11166.32166.32166.320.000.003.880.000.000.1295th-Percentile Queue Length [ft] 2.322.322.326.656.656.650.000.000.160.000.000.0095th-Percentile Queue Length [veh] CDDFFFAAAAAAMovement LOS 18.8526.7528.4677.3888.5792.960.000.008.580.000.007.92d_M, Delay for Movement [s/veh] 0.210.010.240.020.010.860.000.000.050.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.503Volume to Capacity (v/c): FLevel Of Service: 103.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 17100Pedestrian Volume [ped/h] 85572215441575549438583946Total Analysis Volume [veh/h] 21146411014141239141011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor 84562215435565448737573845Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.200.000.000.000.700.000.000.400.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 84562215435565448737573845Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 65 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 14.92d_I, Intersection Delay [s/veh] EAAFApproach LOS 48.810.970.5585.11d_A, Approach Delay [s/veh] 113.24113.24113.240.000.004.380.000.002.73144.07144.07144.0795th-Percentile Queue Length [ft] 4.534.534.530.000.000.180.000.000.115.765.765.7695th-Percentile Queue Length [veh] EFFAAAAAAFFFMovement LOS 39.6955.2267.420.000.008.700.000.008.4570.5585.15103.42d_M, Delay for Movement [s/veh] 0.140.340.210.000.000.060.000.000.040.100.230.50V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 66 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.030Volume to Capacity (v/c): FLevel Of Service: 59.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0530Pedestrian Volume [ped/h] 1415104199368353318132Total Analysis Volume [veh/h] 4380150928815011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.94100.94100.94100.94100.94100.94100.94100.94100.94100.94100.94100.9410Peak Hour Factor 1414804195361346318132Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.700.000.000.000.600.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1414804195361346318132Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 67 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 8.41d_I, Intersection Delay [s/veh] AACEApproach LOS 0.005.4416.2136.49d_A, Approach Delay [s/veh] 0.000.000.000.000.0026.1781.9081.9081.903.893.893.8995th-Percentile Queue Length [ft] 0.000.000.000.000.001.053.283.283.280.160.160.1695th-Percentile Queue Length [veh] AAAAAACDDBDFMovement LOS 0.000.007.610.000.008.4415.1033.8034.9710.8329.5359.77d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.260.400.020.120.000.020.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 68 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with ALevel Of Service: 9.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 000Pedestrian Volume [ped/h] 2180223151742Total Analysis Volume [veh/h] 1455638191Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.86000.86000.86000.86000.86000.8600Peak Hour Factor 2161200135642Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.600.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2161200135642Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 69 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with AIntersection LOS 9.09Intersection Delay [s/veh] AAAApproach LOS 9.798.878.47Approach Delay [s/veh] 25.3927.4520.058.6295th-Percentile Queue Length [ft] 1.021.100.800.3495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 70 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 15.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 86111204116Pedestrian Volume [ped/h] 1146599274434452267812925218Total Analysis Volume [veh/h] 281625711811562032635Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.8930Peak Hour Factor 1066092243930422107312023417Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.700.000.000.000.000.000.000.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1066092243930422107312023417Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 71 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 15.78Intersection Delay [s/veh] BBCCApproach LOS 14.4811.2716.2017.50Approach Delay [s/veh] 63.0817.8788.59108.6895th-Percentile Queue Length [ft] 2.520.713.544.3595th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 14.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 73694842Pedestrian Volume [ped/h] 157241104639590242928297171Total Analysis Volume [veh/h] 418102616242360277443Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.8930Peak Hour Factor 13643797598884225826276159Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.001.000.000.000.000.000.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 13643797598884225826276159Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 73 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 14.42Intersection Delay [s/veh] BBBCApproach LOS 11.8514.2413.5915.75Approach Delay [s/veh] 23.2058.4812.9460.9190.0135.4495th-Percentile Queue Length [ft] 0.932.340.522.443.601.4295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.744Volume to Capacity (v/c): CLevel Of Service: 28.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 4318192Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 11750320524481127169831665110494Total Analysis Volume [veh/h] 29126513112032422142132624Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.95300.95300.95300.95300.95300.95300.95300.95300.95300.95300.95300.9530Peak Hour Factor 1164992052047712616882165499990Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.900.600.000.002.100.000.000.000.002.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1164992052047712616882165499990Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 75 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03800642602100210Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 01500151001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 85Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 76 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 305.6719.07462.00119.20267.20227.97144.68148.9595th-Percentile Queue Length [ft] 12.230.7618.484.7710.699.125.795.9695th-Percentile Queue Length [veh] 192.0410.59316.1966.22162.63133.2980.3882.7550th-Percentile Queue Length [ft] 7.680.4212.652.656.515.333.223.3150th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoCritical Lane Group BDBDDEDFLane Group LOS 14.4639.8915.6639.2352.0374.8235.5483.74d, Delay for Lane Group [s/veh] 0.630.170.850.630.800.850.480.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.060.695.763.1819.1834.964.9541.67d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.170.110.350.110.500.500.500.50k, delay calibration 13.4039.219.8936.0532.8439.8730.5942.07d1, Uniform Delay [s] 9911171177202314195325118c, Capacity [veh/h] 1821570170318101642117716991134s, saturation flow rate [veh/h] 0.340.040.590.070.150.140.090.08(v / s)_i Volume / Saturation Flow Rate 0.540.540.690.110.190.190.190.19g / C, Green / Cycle 4646591016161616g_i, Effective Green Time [s] 3.003.003.001.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.003.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 77 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 15.66 15.6639.23 39.89 14.4614.4652.0383.74 35.54d_M, Delay for Movement [s/veh]52.0335.54 74.82 B BD BDBDDMovement LOS F DDE 18.30 15.25d_A, Approach Delay [s/veh]61.0853.74 B BApproach LOS D E 28.45d_I, Intersection Delay [s/veh] CIntersection LOS 0.744Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 78 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 17.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 33291218Pedestrian Volume [ped/h] 40246680260132576841713172Total Analysis Volume [veh/h] 1061220653314171023318Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor 38236677250127556539712669Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.000.000.400.800.000.000.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 38236677250127556539712669Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 79 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 17.87Intersection Delay [s/veh] BCBBApproach LOS 14.5523.7112.3413.71Approach Delay [s/veh] 66.49166.9831.5745.1895th-Percentile Queue Length [ft] 2.666.681.261.8195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 80 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 7412928Pedestrian Volume [ped/h] 1494657225147117Total Analysis Volume [veh/h] 371114563729Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81900.81900.81900.81900.81900.8190Peak Hour Factor 1273949192125100Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.800.000.000.500.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1273949192125100Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 81 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.29Intersection Delay [s/veh] ABBApproach LOS 9.8510.4910.40Approach Delay [s/veh] 27.4142.9239.7995th-Percentile Queue Length [ft] 1.101.721.5995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.344Volume to Capacity (v/c): FLevel Of Service: 71.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 24222Pedestrian Volume [ped/h] 5258684684388913314180Total Analysis Volume [veh/h] 13146211711022381020Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.93100.93100.93100.93100.93100.93100.93100.93100.93100.93100.93100.9310Peak Hour Factor 5056884663378613303870Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.900.000.000.602.700.000.006.702.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5056884663378613303870Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 83 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 3.62d_I, Intersection Delay [s/veh] AADCApproach LOS 0.110.4732.3518.58d_A, Approach Delay [s/veh] 153.61153.61153.61197.18197.18197.1818.2346.9946.9913.6513.6513.6595th-Percentile Queue Length [ft] 6.146.146.147.897.897.890.731.881.880.550.550.5595th-Percentile Queue Length [veh] AAAAAABFFCEFMovement LOS 0.000.008.980.000.009.0014.9858.7971.1215.2535.6559.09d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.040.200.100.340.090.060.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 84 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.389Volume to Capacity (v/c): CLevel Of Service: 25.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 12617733515981116Total Analysis Volume [veh/h] 314484402029Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.93500.93500.93500.93500.93500.9350Peak Hour Factor 11215829814276108Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.801.302.600.701.300.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11215829814276108Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 85 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.63d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.6621.72d_A, Approach Delay [s/veh] 0.000.000.0010.7563.6363.6395th-Percentile Queue Length [ft] 0.000.000.000.432.552.5595th-Percentile Queue Length [veh] AAAACCMovement LOS 0.000.000.008.2517.0724.98d_M, Delay for Movement [s/veh] 0.000.000.000.130.090.39V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 86 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.322Volume to Capacity (v/c): CLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 13529421778143116Total Analysis Volume [veh/h] 347354193629Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.94300.94300.94300.94300.94300.9430Peak Hour Factor 12126419570135109Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.703.006.602.905.201.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12126419570135109Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 87 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.70d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.2315.29d_A, Approach Delay [s/veh] 0.000.000.005.5719.8834.0795th-Percentile Queue Length [ft] 0.000.000.000.220.801.3695th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.4411.7519.65d_M, Delay for Movement [s/veh] 0.000.000.000.070.210.32V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 88 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.057Volume to Capacity (v/c): CLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 31824656351515Total Analysis Volume [veh/h] 8061615944Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.82600.82600.82600.82600.82600.8260Peak Hour Factor 24118494811212Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.505.600.002.708.300.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24118494811212Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 89 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.67d_I, Intersection Delay [s/veh] AACApproach LOS 0.650.0016.71d_A, Approach Delay [s/veh] 0.002.100.000.007.267.2695th-Percentile Queue Length [ft] 0.000.080.000.000.290.2995th-Percentile Queue Length [veh] AAAABCMovement LOS 0.009.200.000.0013.7419.67d_M, Delay for Movement [s/veh] 0.000.030.000.010.030.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.320Volume to Capacity (v/c): FLevel Of Service: 91.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 3170190000553512289980Total Analysis Volume [veh/h] 7905000013813572490Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87901.00000.87901.00001.00001.00001.00000.87900.87900.87900.87901.0000Peak Hour Factor 2790170000486452008770Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 4.002.005.902.002.002.002.001.800.003.502.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2790170000486452008770Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 91 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 4.23d_I, Intersection Delay [s/veh] DAAAApproach LOS 25.450.001.000.00d_A, Approach Delay [s/veh] 97.790.0028.710.000.000.000.000.007.260.000.000.0095th-Percentile Queue Length [ft] 3.910.001.150.000.000.000.000.000.290.000.000.0095th-Percentile Queue Length [veh] CFABAAMovement LOS 21.480.0091.760.000.000.000.000.0011.860.000.000.00d_M, Delay for Movement [s/veh] 0.600.000.320.000.000.000.000.010.090.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 92 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.519Volume to Capacity (v/c): BLevel Of Service: 15.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0006702332935100561475Total Analysis Volume [veh/h] 0001705878800140119Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.89201.00000.89200.89200.89201.00001.00000.89200.8920Peak Hour Factor 0006002082631300500424Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.001.702.002.407.700.902.002.001.002.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0006002082631300500424Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 93 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.03.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000020035005015Split [s] 0.00.00.00.00.02.00.02.00.00.02.02.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 94 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 44.78217.04177.06131.36126.4695th-Percentile Queue Length [ft] 1.798.687.085.255.0695th-Percentile Queue Length [veh] 24.88125.2698.3772.9870.2650th-Percentile Queue Length [ft] 1.005.013.932.922.8150th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group CDBABLane Group LOS 26.7748.0513.956.1010.24d, Delay for Lane Group [s/veh] 0.300.930.470.470.62X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.7318.971.941.363.85d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.160.500.500.50k, delay calibration 26.0429.0812.014.736.39d1, Uniform Delay [s] 2262518111184760c, Capacity [veh/h] 14291590167216931078s, saturation flow rate [veh/h] 0.050.150.230.330.44(v / s)_i Volume / Saturation Flow Rate 0.160.160.490.700.70g / C, Green / Cycle 1111344949g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 95 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 26.7748.05 0.00 0.000.0013.9510.24 6.10d_M, Delay for Movement [s/veh]13.950.00 0.00 CDBAMovement LOS B B 43.30 0.00d_A, Approach Delay [s/veh]13.958.00 D AApproach LOS A B 15.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.519Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 96 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.422Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9127785723105618507851116269Total Analysis Volume [veh/h] 237191462615213191329017Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.97500.97500.97500.97500.97500.97500.97500.97500.97500.97500.97500.9750Peak Hour Factor 8926765622102577977348108965Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.400.000.003.600.001.000.000.700.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8926765622102577977348108965Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 97 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 027002700551305513Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 015001500301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 98 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 114.7580.0675.38116.1921.97187.0718.7518.47268.2315.7595th-Percentile Queue Length [ft] 4.593.203.024.650.887.480.750.7410.730.6395th-Percentile Queue Length [veh] 63.7544.4841.8864.5512.21103.9310.4210.26163.418.7550th-Percentile Queue Length [ft] 2.551.781.682.580.494.160.420.416.540.3550th-Percentile Queue Length [veh] NoNoNoYesNoNoYesNoYesNoCritical Lane Group DDDDAAAABALane Group LOS 37.6441.4736.1746.377.329.586.447.3811.354.73d, Delay for Lane Group [s/veh] 0.450.360.300.580.060.380.150.050.530.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.231.020.642.860.120.500.630.100.910.36d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.500.500.500.500.500.50k, delay calibration 36.4140.4535.5343.507.219.085.817.2910.444.38d1, Uniform Delay [s] 26121626318299822205119932203625c, Capacity [veh/h] 16721339168812811615359267516153585814s, saturation flow rate [veh/h] 0.070.060.050.080.040.240.120.030.320.08(v / s)_i Volume / Saturation Flow Rate 0.160.160.160.160.620.620.740.610.610.74g / C, Green / Cycle 15151515595970585870g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 99 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 36.17 36.1746.37 41.47 37.6437.647.324.73 11.35d_M, Delay for Movement [s/veh]9.587.38 6.44 D DD DDDABMovement LOS A AAA 41.96 39.16d_A, Approach Delay [s/veh]9.2010.83 D DApproach LOS B A 14.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.422Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 100 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.556Volume to Capacity (v/c): CLevel Of Service: 24.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2704352555924115780684197217887122Total Analysis Volume [veh/h] 671096415603920171495422230Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94300.94300.94300.94300.94300.94300.94300.94300.94300.94300.94300.9430Peak Hour Factor 2624232485622714875645186205836115Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.400.503.501.404.400.003.201.101.302.600.901.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2624232485622714875645186205836115Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 101 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 434380501535359383812Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 45452004520909030909030Maximum Green [s] 1515501553030530305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 105Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 102 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 218.82194.72200.57257.34124.2840.57254.59139.81136.09336.7576.6695th-Percentile Queue Length [ft] 8.757.798.0210.294.971.6210.185.595.4413.473.0795th-Percentile Queue Length [veh] 126.57109.08113.29155.1969.0522.54153.1277.6775.60216.1842.5950th-Percentile Queue Length [ft] 5.064.364.536.212.760.906.123.113.028.651.7050th-Percentile Queue Length [veh] NoNoYesYesNoNoNoYesNoYesNoCritical Lane Group CCCCCBCCBCBLane Group LOS 24.2829.3030.2229.6223.0911.8622.8022.7415.2325.3416.66d, Delay for Lane Group [s/veh] 0.420.400.600.530.330.100.450.530.270.590.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.020.241.440.751.920.050.995.270.821.721.54d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.500.110.500.500.500.500.50k, delay calibration 22.2729.0628.7728.8721.1711.8121.8117.4714.4223.6115.13d1, Uniform Delay [s] 642108842357146984215043738081499443c, Capacity [veh/h] 157736001158175911351565357878115743585889s, saturation flow rate [veh/h] 0.170.120.220.170.140.050.190.250.140.250.14(v / s)_i Volume / Saturation Flow Rate 0.410.300.400.320.400.540.420.500.510.420.50g / C, Green / Cycle 4332423442574453544453g_i, Effective Green Time [s] 0.003.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLCLRCLRCLLane Group Lane Group Calculations 103 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 29.62 29.6223.09 30.22 24.2829.3011.8616.66 25.34d_M, Delay for Movement [s/veh]22.8015.23 22.74 C CC CCCBCMovement LOS B CBC 27.37 28.13d_A, Approach Delay [s/veh]21.8822.69 C CApproach LOS C C 24.52d_I, Intersection Delay [s/veh] CIntersection LOS 0.556Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 104 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.562Volume to Capacity (v/c): CLevel Of Service: 27.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1193758210525614814680210165965187Total Analysis Volume [veh/h] 30942026643737201251624147Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.9510Peak Hour Factor 117368801032511451397639662918178Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.500.001.000.800.000.000.801.001.601.500.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 117368801032511451397639662918178Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 105 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 777787777803790368Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 130Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 106 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 122.95416.8083.01109.05283.92180.14358.73374.2566.03405.72412.24132.1395th-Percentile Queue Length [ft] 4.9216.673.324.3611.367.2114.3514.972.6416.2316.495.2995th-Percentile Queue Length [veh] 68.30279.6746.1260.58175.34100.08233.44245.7136.68270.78276.0173.4050th-Percentile Queue Length [ft] 2.7311.191.842.427.014.009.349.831.4710.8311.042.9450th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group CDCCDDCCBCCBLane Group LOS 29.6544.6431.4830.0240.3646.6021.5521.4515.7523.1023.0418.67d, Delay for Lane Group [s/veh] 0.210.720.230.190.500.560.490.490.270.540.540.47X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.801.930.330.740.748.161.841.741.712.182.133.84d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.500.110.500.500.500.500.500.500.50k, delay calibration 28.8542.7131.1529.2939.6238.4419.7119.7114.0420.9220.9114.83d1, Uniform Delay [s] 580518354561517266939991379948970402c, Capacity [veh/h] 1615189112331599188511321785188566518311872696s, saturation flow rate [veh/h] 0.070.200.070.070.140.130.260.260.150.280.280.27(v / s)_i Volume / Saturation Flow Rate 0.360.270.340.350.270.340.530.530.590.520.520.59g / C, Green / Cycle 473644463644686876676776g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 107 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.36 30.0246.60 31.48 29.6544.6421.5518.67 23.07d_M, Delay for Movement [s/veh]21.4923.10 15.75 D CD CCDCCMovement LOS B CCB 40.04 39.67d_A, Approach Delay [s/veh]20.9422.39 D DApproach LOS C C 27.59d_I, Intersection Delay [s/veh] CIntersection LOS 0.562Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 108 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.586Volume to Capacity (v/c): CLevel Of Service: 32.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 752432460243203206532703774178Total Analysis Volume [veh/h] 196161561515113317918520Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 722332357233194189489643468172Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.000.000.401.000.501.001.600.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 722332357233194189489643468172Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 109 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0330024003580358Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 05005003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 110 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 358.71320.65204.88164.97205.3346.01303.71307.4850.0195th-Percentile Queue Length [ft] 14.3512.838.206.608.211.8412.1512.302.0095th-Percentile Queue Length [veh] 233.43203.64116.4191.65116.7325.56190.53193.4327.7850th-Percentile Queue Length [ft] 9.348.154.663.674.671.027.627.741.1150th-Percentile Queue Length [veh] YesYesNoNoNoYesYesNoNoCritical Lane Group DDDCCBCCBLane Group LOS 50.6449.9938.8123.8623.7318.6727.6327.5817.38d, Delay for Lane Group [s/veh] 0.890.880.600.340.400.200.550.550.17X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.2410.561.711.530.871.233.143.080.83d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.190.170.110.500.500.500.500.500.50k, delay calibration 38.4039.4337.1022.3322.8617.4424.4924.4916.55d1, Uniform Delay [s] 3823453386041347356698710452c, Capacity [veh/h] 1816182917921607358282218501881998s, saturation flow rate [veh/h] 0.190.170.110.130.150.090.210.210.08(v / s)_i Volume / Saturation Flow Rate 0.210.190.190.380.380.450.380.380.45g / C, Green / Cycle 211919383845383845g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 111 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 49.99 49.9938.81 50.64 50.6450.6423.8617.38 27.60d_M, Delay for Movement [s/veh]23.7327.63 18.67 D DD DDDCCMovement LOS B CCB 45.50 50.64d_A, Approach Delay [s/veh]23.3326.67 D DApproach LOS C C 32.65d_I, Intersection Delay [s/veh] CIntersection LOS 0.586Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 112 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.698Volume to Capacity (v/c): DLevel Of Service: 53.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 19175717631604373308501130107632123Total Analysis Volume [veh/h] 481894481519377125322715831Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor 19075417531601371307499129107629122Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.500.800.000.000.801.601.301.400.000.000.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19075417531601371307499129107629122Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 113 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 63631908440525223545425Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 555055555555Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 114 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 131.04544.00191.28375.21380.43332.45261.55386.38272.21147.30481.52262.4395th-Percentile Queue Length [ft] 5.2421.767.6515.0115.2213.3010.4615.4610.895.8919.2610.5095th-Percentile Queue Length [veh] 72.80383.44106.61246.47250.62212.82158.36255.35166.4381.84332.09159.0350th-Percentile Queue Length [ft] 2.9115.344.269.8610.028.516.3310.216.663.2713.286.3650th-Percentile Queue Length [veh] YesYesNoNoNoNoYesNoNoNoYesNoCritical Lane Group BEFDDEBEFDEFLane Group LOS 10.5955.2985.8335.5335.5073.1416.7359.3991.5936.5861.0791.78d, Delay for Lane Group [s/veh] 0.170.650.560.390.390.650.310.540.650.170.640.62X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.342.907.181.391.375.580.812.2214.970.593.2613.92d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 10.2452.4078.6534.1434.1467.5615.9257.1676.6236.0057.8177.87d1, Uniform Delay [s] 10981156312813827575992932201628981197c, Capacity [veh/h] 160735893514185318852752159435681810161536031417s, saturation flow rate [veh/h] 0.120.210.050.170.170.140.190.140.070.070.180.09(v / s)_i Volume / Saturation Flow Rate 0.680.320.090.440.440.210.620.260.110.390.270.12g / C, Green / Cycle 12358167979371124720704922g_i, Effective Green Time [s] 1.003.001.003.003.001.003.003.001.001.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 3.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 115 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 35.51 35.5373.14 85.83 10.5955.2916.7391.78 61.07d_M, Delay for Movement [s/veh]59.3936.58 91.59 D DE BFEBEMovement LOS F EDF 49.44 52.48d_A, Approach Delay [s/veh]49.8662.41 D DApproach LOS E D 53.25d_I, Intersection Delay [s/veh] DIntersection LOS 0.698Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 116 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.398Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 133385315310271207Total Analysis Volume [veh/h] 339679786852Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.98300.98300.98300.98300.98300.9830Peak Hour Factor 141407333328286219Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.001.701.500.602.400.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 141407333328286219Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 117 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 02033133232Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 03030303030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedPermissiOverlapProtectedControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 118 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 124.03120.2152.9740.9218.73114.02141.0495th-Percentile Queue Length [ft] 4.964.812.121.640.754.565.6495th-Percentile Queue Length [veh] 68.9166.7829.4322.7310.4163.3478.3650th-Percentile Queue Length [ft] 2.762.671.180.910.422.533.1350th-Percentile Queue Length [veh] YesNoNoYesNoYesNoCritical Lane Group BBAAABCLane Group LOS 15.5014.884.915.114.4913.3128.87d, Delay for Lane Group [s/veh] 0.410.370.260.320.150.440.73X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.951.550.620.390.090.493.55d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.170.110.110.11k, delay calibration 13.5513.334.284.724.4012.8225.32d1, Uniform Delay [s] 6346911028736786618285c, Capacity [veh/h] 154216811533989108114191620s, saturation flow rate [veh/h] 0.170.150.180.240.110.190.13(v / s)_i Volume / Saturation Flow Rate 0.410.410.670.670.670.440.17g / C, Green / Cycle 27274444442811g_i, Effective Green Time [s] 3.003.003.000.000.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 119 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 4.94 15.08 15.5028.87d_M, Delay for Movement [s/veh]4.7913.31 BA BCMovement LOS AB 15.194.90d_A, Approach Delay [s/veh]20.05 BAApproach LOS C 12.66d_I, Intersection Delay [s/veh] BIntersection LOS 0.398Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 120 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.351Volume to Capacity (v/c): CLevel Of Service: 23.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 5828254662195362103781531Total Analysis Volume [veh/h] 15761115513155092048Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93001.00000.93000.93000.9300Peak Hour Factor 5627244459185159503578130Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.800.000.000.001.700.000.001.002.002.901.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5627244459185159503578130Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 121 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 019001900161001610Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 122 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 304.90338.4279.0678.32105.97107.4410.0395th-Percentile Queue Length [ft] 12.2013.543.163.134.244.300.4095th-Percentile Queue Length [veh] 191.44217.4943.9243.5158.8759.695.5750th-Percentile Queue Length [ft] 7.668.701.761.742.352.390.2250th-Percentile Queue Length [veh] YesNoNoNoYesNoNoCritical Lane Group FFAAAAALane Group LOS 160.24159.892.402.362.672.663.16d, Delay for Lane Group [s/veh] 0.970.990.240.230.290.290.05X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 76.3776.000.390.370.520.510.16d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 83.8783.902.012.002.152.153.01d1, Uniform Delay [s] 1141291428146714361459614c, Capacity [veh/h] 115613591647169316571683699s, saturation flow rate [veh/h] 0.100.090.200.200.260.260.04(v / s)_i Volume / Saturation Flow Rate 0.080.080.870.870.870.870.87g / C, Green / Cycle 1414156156156156156g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 123 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 159.89 159.89159.89 160.24 160.24160.242.403.16 2.67d_M, Delay for Movement [s/veh]2.382.67 0.00 F FF FFFAAMovement LOS A AA 159.89 160.24d_A, Approach Delay [s/veh]2.382.68 F FApproach LOS A A 23.44d_I, Intersection Delay [s/veh] CIntersection LOS 0.351Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 124 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.344Volume to Capacity (v/c): BLevel Of Service: 10.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 52793685573123588605484157Total Analysis Volume [veh/h] 13209211486147151421014Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92900.92900.92900.92900.92900.92900.92900.92900.92900.92900.92900.9290Peak Hour Factor 50763479532922563575280555Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.000.000.000.000.000.000.000.900.003.800.501.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 50763479532922563575280555Base Volume Input [veh/h] 19th AvenueName volumes 125 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0290029006100610Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030009000900Maximum Green [s] 05005003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 126 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 168.38174.4556.1556.7321.6390.4692.1817.1095th-Percentile Queue Length [ft] 6.746.982.252.270.873.623.690.6895th-Percentile Queue Length [veh] 93.5496.9231.1931.5212.0150.2551.219.5050th-Percentile Queue Length [ft] 3.743.881.251.260.482.012.050.3850th-Percentile Queue Length [veh] NoYesNoNoNoYesNoNoCritical Lane Group DDAAAAAALane Group LOS 41.0541.203.413.417.093.953.945.60d, Delay for Lane Group [s/veh] 0.660.670.210.210.120.310.310.09X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.963.040.350.340.530.580.570.29d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.500.500.50k, delay calibration 38.0938.163.063.066.563.373.375.31d1, Uniform Delay [s] 2522571415143448214091439621c, Capacity [veh/h] 159616461858188363218511891809s, saturation flow rate [veh/h] 0.100.110.160.160.090.240.240.07(v / s)_i Volume / Saturation Flow Rate 0.130.130.760.760.760.760.760.76g / C, Green / Cycle 1111696969696969g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 127 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 41.20 41.2041.20 41.05 41.0541.053.415.60 3.95d_M, Delay for Movement [s/veh]3.413.95 7.09 D DD DDDAAMovement LOS A AAA 41.20 41.05d_A, Approach Delay [s/veh]3.744.05 D DApproach LOS A A 10.36d_I, Intersection Delay [s/veh] BIntersection LOS 0.344Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 128 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.443Volume to Capacity (v/c): CLevel Of Service: 20.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 112335107146245755254610569544287Total Analysis Volume [veh/h] 28842736611913137261713672Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.97700.97700.97700.97700.97700.97700.97700.97700.97700.97700.97700.9770Peak Hour Factor 113337108147247765255010670548289Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.900.000.000.700.000.000.000.400.000.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113337108147247765255010670548289Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 129 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 37371134348037100358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 130 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 79.18298.9078.44114.95220.0459.15156.94161.0540.20167.07173.34128.9695th-Percentile Queue Length [ft] 3.1711.963.144.608.802.376.286.441.616.686.935.1695th-Percentile Queue Length [veh] 43.99186.8243.5863.86127.4732.8687.1989.4722.3392.8296.3071.6450th-Percentile Queue Length [ft] 1.767.471.742.555.101.313.493.580.893.713.852.8750th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group CDCCDCBBABBBLane Group LOS 22.3039.6125.2625.6535.9226.7213.6213.598.9114.5114.4712.74d, Delay for Lane Group [s/veh] 0.210.850.290.300.670.250.310.310.180.330.330.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.615.260.411.592.161.720.870.840.641.000.962.76d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.330.110.110.500.110.440.500.500.500.500.500.50k, delay calibration 21.6934.3524.8524.0633.7525.0012.7512.748.2713.5113.519.98d1, Uniform Delay [s] 529393375486364303940970599899935597c, Capacity [veh/h] 1601190013211604190012141835189295117971870942s, saturation flow rate [veh/h] 0.070.180.080.090.130.060.160.160.110.170.170.30(v / s)_i Volume / Saturation Flow Rate 0.330.210.290.300.190.290.510.510.600.500.500.60g / C, Green / Cycle 301926271726464654454554g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 131 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 35.92 25.6526.72 25.26 22.3039.6113.6212.74 14.49d_M, Delay for Movement [s/veh]13.6014.51 8.91 D CC CCDBBMovement LOS B BBA 31.22 33.34d_A, Approach Delay [s/veh]12.9013.93 C CApproach LOS B B 20.83d_I, Intersection Delay [s/veh] CIntersection LOS 0.443Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 132 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.088Volume to Capacity (v/c): CLevel Of Service: 16.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00175.00380.00100.00100.00400.00Pocket Length [ft] 011001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 12315646625916Total Analysis Volume [veh/h] 3814116654Total 15-Minute Volume [veh/h] 1.00001.00000.97000.97000.97000.9700Other Adjustment Factor 0.93300.93300.93300.93300.93300.9330Peak Hour Factor 11295444824915Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.003.400.000.601.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11295444824915Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 133 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 134 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.92d_I, Intersection Delay [s/veh] BAAApproach LOS 14.800.000.49d_A, Approach Delay [s/veh] 1.587.150.000.000.001.1595th-Percentile Queue Length [ft] 0.060.290.000.000.000.0595th-Percentile Queue Length [veh] BCAAAAMovement LOS 11.3516.140.000.000.008.47d_M, Delay for Movement [s/veh] 0.020.090.000.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 135 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.067Volume to Capacity (v/c): BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 48: 46 - Harper Puckett Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Baxter LaneBaxter LaneHarper Puckett RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6114515813942Total Analysis Volume [veh/h] 1536403211Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92800.92800.92800.92800.92800.9280Peak Hour Factor 5914015313839Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.700.000.000.002.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5914015313839Base Volume Input [veh/h] Baxter LaneBaxter LaneHarper Puckett RoadName volumes 136 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 1.53d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.5810.87d_A, Approach Delay [s/veh] 0.000.0010.6010.606.226.2295th-Percentile Queue Length [ft] 0.000.000.420.420.250.2595th-Percentile Queue Length [veh] AAAAABMovement LOS 0.000.000.007.649.5711.15d_M, Delay for Movement [s/veh] 0.000.000.000.010.010.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 137 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.177Volume to Capacity (v/c): CLevel Of Service: 16.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 1711115617111076Total Analysis Volume [veh/h] 432814432819Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.90600.90600.90600.90600.90600.9060Peak Hour Factor 1611055316110069Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.600.000.000.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1611055316110069Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 138 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.89d_I, Intersection Delay [s/veh] AABApproach LOS 3.110.0013.57d_A, Approach Delay [s/veh] 19.6319.630.000.0032.4732.4795th-Percentile Queue Length [ft] 0.790.790.000.001.301.3095th-Percentile Queue Length [veh] AAAABCMovement LOS 0.007.900.000.0011.8816.01d_M, Delay for Movement [s/veh] 0.000.080.000.000.130.18V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 139 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 32.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 5125251642298985222243619197Total Analysis Volume [veh/h] 1363131657222156694824Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.91300.91300.91300.91300.91300.91300.91300.91300.91300.91300.91300.9130Peak Hour Factor 4723047582098171186203016081Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4723047582098171186203016081Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 140 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 32.78Intersection Delay [s/veh] DEDDApproach LOS 33.4238.5331.0027.11Approach Delay [s/veh] 170.26200.08152.106.32129.4295th-Percentile Queue Length [ft] 6.818.006.080.255.1895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 141 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Pedestrian Volume [ped/h] 1502612381215120Total Analysis Volume [veh/h] 3765593430Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92400.92400.92400.92400.92400.9240Peak Hour Factor 1442512291214111Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.400.000.900.000.000.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1442512291214111Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 142 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 11.19Intersection Delay [s/veh] BBBApproach LOS 11.9210.2610.71Approach Delay [s/veh] 72.9037.051.6920.5395th-Percentile Queue Length [ft] 2.921.480.070.8295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 143 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.504Volume to Capacity (v/c): BLevel Of Service: 18.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 263251818926154131317917102Total Analysis Volume [veh/h] 781452265113345425Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92300.92300.92300.92300.92300.92300.92300.92300.92300.92300.92300.9230Peak Hour Factor 25312174862515412121651694Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.600.600.000.000.000.000.000.000.000.002.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 25312174862515412121651694Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 144 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0286028602600260Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.01.00.03.01.00.03.00.00.03.00.0Amber [s] 030300303003000300Maximum Green [s] 055055050050Minimum Green [s] --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 145 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 174.0577.28210.191.878.98111.5595th-Percentile Queue Length [ft] 6.963.098.410.070.364.4695th-Percentile Queue Length [veh] 96.6942.93120.261.044.9961.9750th-Percentile Queue Length [ft] 3.871.724.810.040.202.4850th-Percentile Queue Length [veh] NoYesYesNoNoYesCritical Lane Group BBCCABLane Group LOS 18.3418.4826.1420.888.4111.68d, Delay for Lane Group [s/veh] 0.640.510.850.020.040.39X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.221.114.790.020.111.52d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.500.50k, delay calibration 17.1217.3721.3520.858.3010.16d1, Uniform Delay [s] 552358414287715760c, Capacity [veh/h] 16781068163794213121419s, saturation flow rate [veh/h] 0.210.170.210.010.020.21(v / s)_i Volume / Saturation Flow Rate 0.330.350.250.360.480.48g / C, Green / Cycle 202115222929g_i, Effective Green Time [s] 3.000.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLane Group Lane Group Calculations 146 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 26.14 26.1420.88 18.48 18.3418.348.4111.68 11.68d_M, Delay for Movement [s/veh]8.4111.68 8.41 C CC BBBABMovement LOS B ABA 26.06 18.39d_A, Approach Delay [s/veh]8.4111.68 C BApproach LOS B A 18.74d_I, Intersection Delay [s/veh] BIntersection LOS 0.504Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------876Ring 2 -------------432Ring 1 Sequence 147 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.261Volume to Capacity (v/c): DLevel Of Service: 34.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 53: 51 - Flanders Mill Road / Durston Road Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6849446911512746Total Analysis Volume [veh/h] 17124117293211Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.87400.87400.87400.87400.87400.8740Peak Hour Factor 6245042710511140Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.600.600.500.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6245042710511140Base Volume Input [veh/h] Durston RoadDurston RoadFlanders Mill RoadName volumes 148 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.01d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.7724.60d_A, Approach Delay [s/veh] 0.000.000.009.5064.6164.6195th-Percentile Queue Length [ft] 0.000.000.000.382.582.5895th-Percentile Queue Length [veh] AAAACDMovement LOS 0.000.000.008.9820.9034.81d_M, Delay for Movement [s/veh] 0.000.000.000.110.230.26V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 149 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 25.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 54: 52 - Ferguson Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadFerguson AvenueFerguson AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 92198295126150161160372172128Total Analysis Volume [veh/h] 2552024313740401184332Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 92198295126150155154372172128Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.500.000.000.001.300.600.600.000.001.800.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 92198295126150155154372172128Base Volume Input [veh/h] Durston RoadDurston RoadFerguson AvenueFerguson AvenueName volumes 150 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 25.42Intersection Delay [s/veh] DCCDApproach LOS 25.6221.3723.6230.88Approach Delay [s/veh] 123.2017.70108.66119.40167.5295th-Percentile Queue Length [ft] 4.930.714.354.786.7095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 151 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.010Volume to Capacity (v/c): CLevel Of Service: 16.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 46619738963Total Analysis Volume [veh/h] 116529721Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.9400Peak Hour Factor 45619738163Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 45619738163Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 152 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.30d_I, Intersection Delay [s/veh] AABApproach LOS 0.320.0012.67d_A, Approach Delay [s/veh] 0.001.230.000.001.441.4495th-Percentile Queue Length [ft] 0.000.050.000.000.060.0695th-Percentile Queue Length [veh] AAAABCMovement LOS 0.008.120.000.0010.5916.83d_M, Delay for Movement [s/veh] 0.000.020.000.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 153 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.124Volume to Capacity (v/c): CLevel Of Service: 23.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Pedestrian Volume [ped/h] 3014329172714350299443910Total Analysis Volume [veh/h] 7382473887241102Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor 241126714221128223763538Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.800.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 241126714221128223763538Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 154 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 2.57d_I, Intersection Delay [s/veh] CCAAApproach LOS 17.3120.670.630.15d_A, Approach Delay [s/veh] 8.168.1611.116.646.6410.430.000.002.140.000.000.6395th-Percentile Queue Length [ft] 0.330.330.440.270.270.420.000.000.090.000.000.0395th-Percentile Queue Length [veh] BCCBCCAAAAAAMovement LOS 11.6718.8721.9311.2120.6023.860.000.008.540.000.008.01d_M, Delay for Movement [s/veh] 0.050.050.130.010.070.120.000.000.030.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 155 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.523Volume to Capacity (v/c): CLevel Of Service: 24.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 17322789102176791308641391281071112Total Analysis Volume [veh/h] 43572225442033216353226828Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor 17222688101175791288501371261053110Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.601.803.401.004.601.301.601.102.202.701.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 17222688101175791288501371261053110Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 156 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 4343004300641306413Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 4545004500902509025Maximum Green [s] 1515001500301003010Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 157 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 159.44238.31122.79293.14100.20340.57352.5171.64431.49441.8354.4895th-Percentile Queue Length [ft] 6.389.534.9111.734.0113.6214.102.8717.2617.672.1895th-Percentile Queue Length [veh] 88.58140.9668.22182.4055.67219.17228.5539.80291.49299.8430.2750th-Percentile Queue Length [ft] 3.545.642.737.302.238.779.141.5911.6611.991.2150th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesYesNoNoCritical Lane Group CDDDDBBBCCBLane Group LOS 25.6937.0554.7339.4947.8319.2219.1314.2721.7221.5511.09d, Delay for Lane Group [s/veh] 0.270.450.510.600.340.500.500.340.600.600.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.060.632.341.280.891.851.762.232.782.641.14d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.110.500.500.500.500.500.50k, delay calibration 24.6336.4252.3938.2146.9417.3717.3712.0318.9518.909.95d1, Uniform Delay [s] 63450417346022997010164109751013479c, Capacity [veh/h] 160518661082170611571795187964918111881747s, saturation flow rate [veh/h] 0.110.120.080.160.070.270.270.210.330.320.15(v / s)_i Volume / Saturation Flow Rate 0.390.270.270.270.270.540.540.650.540.540.65g / C, Green / Cycle 4732323232656578656578g_i, Effective Green Time [s] 0.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 158 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.49 39.4947.83 54.73 25.6937.0519.2211.09 21.62d_M, Delay for Movement [s/veh]19.1621.72 14.27 D DD CDDBCMovement LOS B BCB 41.34 36.25d_A, Approach Delay [s/veh]18.5720.73 D DApproach LOS C B 24.53d_I, Intersection Delay [s/veh] CIntersection LOS 0.523Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 159 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.628Volume to Capacity (v/c): CLevel Of Service: 23.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 0100Pedestrian Volume [ped/h] 200003150019884010347826302Total Analysis Volume [veh/h] 5000790049210261220775Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.93801.00001.00000.93801.00001.00000.93800.93800.93800.93800.93800.9380Peak Hour Factor 188003080019181210045799292Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.002.001.602.002.002.100.800.000.001.601.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 188003080019181210045799292Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 160 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.59d_I, Intersection Delay [s/veh] BCAAApproach LOS 14.6023.530.933.78d_A, Approach Delay [s/veh] 38.880.000.00107.020.000.000.000.0011.330.000.0058.5395th-Percentile Queue Length [ft] 1.560.000.004.280.000.000.000.000.450.000.002.3495th-Percentile Queue Length [veh] BCAABAABMovement LOS 14.600.000.0023.530.000.000.000.0010.310.000.0014.70d_M, Delay for Movement [s/veh] 0.350.000.000.630.000.000.000.010.130.000.010.45V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 161 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.816Volume to Capacity (v/c): DLevel Of Service: 44.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 219357140170247253402711211151876213Total Analysis Volume [veh/h] 558935426263100178533821953Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor 197321126156227232351621184132765186Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 5.609.103.604.406.406.6010.0017.605.203.7021.705.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 197321126156227232351621184132765186Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 162 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 0100101001010010100Pedestrian Clearance [s] 050550550550Walk [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 06414656515484813484813Split [s] 0.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 04525454525909025909025Maximum Green [s] 015815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,83,62,7Auxiliary Signal Groups 047883661225Signal group PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 163 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 726.88119.90150.47252.56307.22392.89405.16253.07141.65542.15230.5695th-Percentile Queue Length [ft] 29.084.806.0210.1012.2915.7216.2110.125.6721.699.2295th-Percentile Queue Length [veh] 536.8866.6183.59151.60193.23260.54270.33151.9878.69381.90135.2150th-Percentile Queue Length [ft] 21.482.663.346.067.7310.4210.816.083.1515.285.4150th-Percentile Queue Length [veh] YesNoNoNoYesNoNoYesNoYesNoCritical Lane Group DCBCECDECDDLane Group LOS 53.5220.2319.3729.0865.8032.1543.7155.2524.5654.1639.76d, Delay for Lane Group [s/veh] 0.900.250.210.340.900.600.690.800.220.870.65X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 13.470.230.620.2833.233.883.6921.800.7210.549.68d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.340.110.500.110.500.500.500.500.500.500.50k, delay calibration 40.0520.0018.7528.8032.5728.2740.0233.4523.8443.6230.08d1, Uniform Delay [s] 63956579272228167310372646941002327c, Capacity [veh/h] 16321213154717869651468307681415572973896s, saturation flow rate [veh/h] 0.350.120.110.140.260.270.230.260.100.290.24(v / s)_i Volume / Saturation Flow Rate 0.370.480.490.390.480.480.350.450.460.350.45g / C, Green / Cycle 5267695467675063655063g_i, Effective Green Time [s] 3.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 164 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 29.08 19.3765.80 20.23 53.5253.5232.1539.76 54.16d_M, Delay for Movement [s/veh]43.7124.56 55.25 C BE DCDCDMovement LOS D DCE 40.48 47.01d_A, Approach Delay [s/veh]42.0448.08 D DApproach LOS D D 44.57d_I, Intersection Delay [s/veh] DIntersection LOS 0.816Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 165 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.385Volume to Capacity (v/c): BLevel Of Service: 16.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 684656845809129109612221Total Analysis Volume [veh/h] 12111421145232324355Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 57685176527811898511197Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 20.001.300.000.002.100.000.000.0011.102.400.001.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 57685176527811898511197Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 166 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0360036002400240Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 167 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 210.65211.0332.89155.11161.065.335.683.2531.2378.6395th-Percentile Queue Length [ft] 8.438.441.326.206.440.210.230.131.253.1595th-Percentile Queue Length [veh] 120.60120.8818.2786.1789.482.963.161.8017.3543.6850th-Percentile Queue Length [ft] 4.824.840.733.453.580.120.130.070.691.7550th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoYesCritical Lane Group BBCBBCAAABLane Group LOS 18.9818.9824.7517.4417.3825.507.479.378.1710.81d, Delay for Lane Group [s/veh] 0.690.690.250.560.560.050.020.020.130.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.431.420.570.840.790.120.050.040.320.91d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.50k, delay calibration 17.5617.5624.1816.6016.5825.397.429.337.849.90d1, Uniform Delay [s] 613614226583610177873643831781c, Capacity [veh/h] 18711876784178018616581726117516421399s, saturation flow rate [veh/h] 0.230.230.070.180.180.010.010.010.070.16(v / s)_i Volume / Saturation Flow Rate 0.330.330.330.330.330.330.510.510.510.51g / C, Green / Cycle 20202020202030303030g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 168 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.40 17.4425.50 24.75 18.9818.987.4710.81 8.17d_M, Delay for Movement [s/veh]7.478.17 9.37 B BC BCBAAMovement LOS B AAA 17.52 19.34d_A, Approach Delay [s/veh]8.089.94 B BApproach LOS A A 16.93d_I, Intersection Delay [s/veh] BIntersection LOS 0.385Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 169 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.092Volume to Capacity (v/c): DLevel Of Service: 34.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 5943884172522655541640363Total Analysis Volume [veh/h] 15110214636141441091Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 5541279162372452511538343Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.001.300.000.800.000.000.000.000.002.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5541279162372452511538343Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 170 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 5.14d_I, Intersection Delay [s/veh] AADCApproach LOS 1.150.7425.4218.78d_A, Approach Delay [s/veh] 0.0010.7321.460.000.001.8549.4049.4049.4022.1322.1322.1395th-Percentile Queue Length [ft] 0.000.430.860.000.000.071.981.981.980.890.890.8995th-Percentile Queue Length [veh] AAAAAACDDBCDMovement LOS 0.000.007.960.000.008.4219.3929.0134.0812.7824.4430.86d_M, Delay for Movement [s/veh] 0.000.000.060.000.000.020.090.230.090.050.160.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0011Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 171 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.322Volume to Capacity (v/c): DLevel Of Service: 26.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 63: 60 - Davis Lane / Oak Street Intersection Level Of Service Report NoYesNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Oak StreetOak StreetDavis LaneName Intersection Setup 000Pedestrian Volume [ped/h] 10333220517218979Total Analysis Volume [veh/h] 268351434720Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.9400Peak Hour Factor 9731219316217874Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.300.001.004.901.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 9731219316217874Base Volume Input [veh/h] Oak StreetOak StreetDavis LaneName volumes 172 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 5.54d_I, Intersection Delay [s/veh] AACApproach LOS 0.004.0316.64d_A, Approach Delay [s/veh] 0.000.0037.9837.9829.1533.4395th-Percentile Queue Length [ft] 0.000.001.521.521.171.3495th-Percentile Queue Length [veh] AAAABDMovement LOS 0.000.000.008.8412.5326.46d_M, Delay for Movement [s/veh] 0.000.000.000.160.280.32V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 173 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.460Volume to Capacity (v/c): BLevel Of Service: 13.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 100187013819748210393251Total Analysis Volume [veh/h] 0004703449120009863Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.85000.85000.85000.85000.85000.85000.85000.85000.85000.85000.85000.8500Peak Hour Factor 100159011717141810341218Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.006.300.001.700.001.200.000.001.200.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 100159011717141810341218Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 174 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 021021210049007425Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 175 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.92151.76139.7786.78241.360.5287.3857.0895th-Percentile Queue Length [ft] 0.046.075.593.479.650.023.502.2895th-Percentile Queue Length [veh] 0.5184.3177.6548.21143.220.2948.5431.7150th-Percentile Queue Length [ft] 0.023.373.111.935.730.011.941.2750th-Percentile Queue Length [veh] NoYesNoNoYesNoNoYesCritical Lane Group DCDABBAALane Group LOS 35.8626.2740.219.6712.6012.254.086.61d, Delay for Lane Group [s/veh] 0.000.420.480.230.480.000.300.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.010.961.230.621.650.010.611.36d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.160.110.500.500.500.500.50k, delay calibration 35.8625.3138.989.0610.9612.243.475.25d1, Uniform Delay [s] 22644028886310045221290715c, Capacity [veh/h] 142913671618145416909061690984s, saturation flow rate [veh/h] 0.000.140.090.140.290.000.230.26(v / s)_i Volume / Saturation Flow Rate 0.130.320.130.590.590.590.760.76g / C, Green / Cycle 1231125656567373g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 176 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.21 26.2740.21 35.86 35.8635.869.676.61 4.08d_M, Delay for Movement [s/veh]12.604.08 12.25 D CD DDDAAMovement LOS A BAB 32.19 35.86d_A, Approach Delay [s/veh]11.755.06 C DApproach LOS A B 13.18d_I, Intersection Delay [s/veh] BIntersection LOS 0.460Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 177 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.497Volume to Capacity (v/c): BLevel Of Service: 18.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 4811729126255883273222412826Total Analysis Volume [veh/h] 12047376142828160702Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 4611627924235383133092312706Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.700.001.100.004.300.000.001.006.501.300.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4611627924235383133092312706Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 178 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 464600460036230218Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 179 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 259.7311.82254.3818.2617.4844.0269.6470.13137.15184.5493.812.0695th-Percentile Queue Length [ft] 10.390.4710.180.730.701.762.792.815.497.383.750.0895th-Percentile Queue Length [veh] 156.996.57152.9610.149.7124.4538.6938.9676.20102.5252.111.1450th-Percentile Queue Length [ft] 6.280.266.120.410.390.981.551.563.054.102.080.0550th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group BCCCCCAAACCALane Group LOS 15.1723.5334.4423.7323.6626.629.589.579.9824.1920.567.02d, Delay for Lane Group [s/veh] 0.540.030.690.060.050.130.160.160.380.420.220.01X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.370.022.030.050.040.140.320.321.292.300.390.02d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 12.8023.5032.4123.6723.6226.489.269.268.6921.8920.177.00d1, Uniform Delay [s] 888533421453511433105810678495701284738c, Capacity [veh/h] 160419001393161518221418186518811292159435921085s, saturation flow rate [veh/h] 0.300.010.210.020.010.040.090.090.250.150.080.01(v / s)_i Volume / Saturation Flow Rate 0.550.280.280.280.280.280.570.570.610.360.360.61g / C, Green / Cycle 502525252525515155323255g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 180 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 23.66 23.7326.62 34.44 15.1723.539.587.02 20.56d_M, Delay for Movement [s/veh]9.5724.19 9.98 C CC BCCACMovement LOS A ACA 25.25 22.45d_A, Approach Delay [s/veh]9.7722.06 C CApproach LOS C A 18.50d_I, Intersection Delay [s/veh] BIntersection LOS 0.497Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 181 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.506Volume to Capacity (v/c): CLevel Of Service: 24.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1213841292734401438124014973171163Total Analysis Volume [veh/h] 3096326811036206037184341Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.9300Peak Hour Factor 1153641222594181367722814169162155Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.300.000.400.200.000.000.403.500.000.601.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1153641222594181367722814169162155Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 182 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.01.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 021802188831279798Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 061025147883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 183 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 349.3468.40190.25295.0877.5680.21261.52152.3175.56200.95186.3695th-Percentile Queue Length [ft] 13.972.747.6111.803.103.2110.466.093.028.047.4595th-Percentile Queue Length [veh] 226.0538.00105.88183.8943.0944.56158.3484.6241.98113.57103.5450th-Percentile Queue Length [ft] 9.041.524.247.361.721.786.333.381.684.544.1450th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group BBBBBCDCCDDLane Group LOS 18.8711.4215.7217.2712.5829.9241.1233.1032.6642.7642.21d, Delay for Lane Group [s/veh] 0.510.210.310.420.260.160.540.380.160.450.50X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.850.790.921.271.140.651.010.630.620.825.39d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.420.110.50k, delay calibration 17.0210.6314.8016.0011.4429.2740.1232.4832.0441.9436.81d1, Uniform Delay [s] 9956088811038551516446387462383326c, Capacity [veh/h] 1817103316091896982161518921345161518891250s, saturation flow rate [veh/h] 0.280.120.170.230.150.050.130.110.050.090.13(v / s)_i Volume / Saturation Flow Rate 0.550.610.550.550.610.320.240.300.290.200.30g / C, Green / Cycle 6674666674382836342436g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 184 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.27 15.7212.58 11.42 18.8718.8729.9242.21 42.76d_M, Delay for Movement [s/veh]41.1232.66 33.10 B BB BBBCDMovement LOS D DCC 15.99 17.35d_A, Approach Delay [s/veh]36.6540.73 B BApproach LOS D D 24.71d_I, Intersection Delay [s/veh] CIntersection LOS 0.506Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 185 4/1/2016 LEVEL OF SERVICE Site: PM-2015-11th Avenue / College Street New Site Roundabout All Movement Classes South East North West Intersection LOS C B A B B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:10 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 MOVEMENT SUMMARY Site: PM-2015-11th Avenue / College Street New Site Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 170 1.2 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 20.0 8 T1 282 0.7 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 19.8 18 R2 248 1.2 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 19.5 Approach 699 1.0 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 19.8 East: College Street 1 L2 90 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 26.0 6 T1 215 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 26.1 16 R2 84 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 25.6 Approach 390 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 26.0 North: 11th Avenue 7 L2 79 0.0 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.7 4 T1 157 0.0 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.8 14 R2 73 1.4 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.3 Approach 309 0.3 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.6 West: College Street 5 L2 87 0.0 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 25.9 2 T1 324 1.3 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 26.0 12 R2 136 0.0 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 25.5 Approach 547 0.8 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 25.9 All Vehicles 1945 0.6 0.811 14.8 LOS B 7.8 197.0 0.66 0.74 23.4 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:10 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 BOZEMANTMP TRANSPORTATION MASTER PLAN Appendix B BOZEMAN COMMITTED PROJECTS TMP ID Title Description Cost YOE Project ID Source CMSN-1 Kagy Boulevard (Willson Avenue to S. 19th Avenue) This project consists of widening Kagy Boulevard, from the intersection of S. 19th Avenue to Willson Avenue, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. $8,000,000 FY20 SIF009 City CMSN-2 Cottonwood (Babcock to Durston) This project consists of widening Cottonwood Road, from West Babcock Street to Durston, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. Cottonwood Road serves as an important element in Bozeman's west side street system and serves as a primary north-south corridor on the west side of the city. $2,555,883 FY20 SIF036 City CMSN-3 Oak (New Holland to Ferguson) This project is the completion of the street segment of Oak Street, from New Holland to Ferguson, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. Currently, the south half of the street is missing, creating a bottleneck in the street network. $2,000,000 FY18 SIF046 City CMSN-4 Baxter (19th to Davis)Complete Baxter Road, from 19th to Davis, to a three-lane urban minor arterial standard including sidewalks, parking, medians, boulevards and bike lanes. $1,500,000 FY17 SIF055 City CMSN-5 Oak (Ferguson to Cottonwood) This Project is the completion of the street segment of Oak Street, from Cottonwood to Ferguson, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. $1,000,000 FY18 SIF057 City CMSN-6 Durston (Cottonwood to Fowler)Complete Durston Road, from Fowler Lane to Cottonwood, to a three-lane urban minor arterial standard including sidewalks, parking, medians, boulevards and bike lanes. $1,613,000 FY18 SIF062 City CMSN-7 Baxter (Ferguson to Cottonwood)Complete Baxter, from Ferguson to Cottonwood, to a three-lane urban minor arterial standard including sidewalks, parking, medians, boulevards and bike lanes. $1,500,000 FY17 SIF072 City CMSN-8 Graf St Extension (Ritter to 19th)Complete Graf, from Ritter to 19th, to a two-lane urban collector standard with bike lanes. $1,035,000 FY17 SIF077 City CMSN-9 Ferguson (Baxter to Oak)Complete Ferguson, from Baxter to Oak, to a two-lane urban collector standard with bike lanes, curb and gutter, boulevards, parking and sidewalks. $1,000,000 FY18 SIF080 City CMSN-10 Baxter (7th to 19th)Complete Baxter, from 7th to 19th, to a three-lane urban collector standard including sidewalks on both sides and bike lanes. ??? FY17 SIF085 City CMSN-11 Catamount St (27th to Valley Center)Complete Catamount, from 27th to Valley Center, to a two-lane urban minor arterial standard including bike lanes. $600,000 FY17 SIF087 City CMSN-12 Oak Street (15th to 19th)Complete Oak, from 15th to 19th, to a five-lane urban principal arterial standard including addition of 1 lane (5 lanes total), bike lanes and sidewalks on the south side. ??? FY17 SIF093 City CMSN-13 N 27th (Oak to Tschache)Complete N 27th, from Oak to Tschache, to a five-lane urban collector standard including medians for power poles. $350,000 FY18 SIF099 City CMSN-14 S 11th Ave (Kagy Blvd to Graf St Extension)Complete S 11th, from Kagy to Graf, to a two-lane urban collector standard including sidewalks, curb and gutter and bike lanes. $2,640,000 FY19 SIF102 City CMSN-15 Cottonwood (Durston to Oak) Complete the construction of Cottonwood Road, from Durston Road to Oak Street, to a five lane urban arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. Cottonwood Road serves as an important element in Bozeman's west side street system and serves as a primary north- south corridor on the west side of the city. $2,476,666 FY20 SIF105 City Rouse-Oak/Story Mill - Bozeman Reconstruction - with added capacity; to a three-lane rural principal arterial standard. $10,665,195 FY16 UPN4805 MDT Rouse Ave - Bozeman Reconstruction - with added capacity; to a three-lane urban principal arterial standard. $9,185,756 FY16 UPN4805 MDT CTSM-1 Cottonwood and Durston (Intersection) Further improvements to the intersection in conjunction with the improvements to Cottonwood from Babcock to Baxter. $200,000 FY17 SIF027 City CTSM-2 Ferguson and Durston (Intersection) Control of the intersection of Ferguson & Durston. Includes the installation of a traffic signal or roundabout. Future development and the resulting increased traffic indicate that intersection improvements will be needed. $2,256,220 FY18 SIF039 City CTSM-3 N. 27th and Oak (Intersection) Includes installation of a traffic signal, roundabout or other adequate traffic control device when warrants are met. $1,000,000 FY18 SIF058 City CTSM-4 Oak and Ferguson (Intersection) Includes installation of a traffic signal, roundabout or other adequate traffic control device when warrants are met. $1,000,000 FY18 SIF061 City CTSM-5 Oak and Cottonwood (Intersection) Identified in the 2007 Transportation Plan Update. Includes installation of a traffic signal, roundabout or other adequate traffic control device when warrants are met. $3,428,401 FY19 SIF098 City CTSM-6 Cottonwood and Babcock (Intersection) Installation of a traffic signal when warrants are met. $1,435,336 FY20 SIF104 City CTSM-7 19th Street Interchange. Signal - Boz (2) Signal on I-90 EB off-ramp $1,494,900 FY19 UPN8999 MDT CTSM-8 SF 129 - Slope Flatting Belgrade (1) Slope flattening from RP 22.5-24.3 on P-205 $3,716,816 FY20 UPN8031 MDT CTSM-9 Bozeman Signal Safety Upgrade signals in 4 systems (Main Street, West Main St., Bozeman Radio System, Isolated Intersections) and signals along Huffine Lane, and Jackrabbit (Baxter & Durston) - Flashing yellow areas. Adding a protective left turn phase signal at signal of Ferguson and Huffine $1,635,776 FY17 UPN8642 MDT CTSM-10 Cottonwood & Stucky (Intersection) Roundabout installation $3,158,260 FY18 UPN8190 MDT CTSM-11 S 19th Ave (Kagy to Stucky) Mill/fill, seal and cover, pavement markings $957,951 FY16 UPN8786 MDT CTSM-12 Elementary School Bike Ped - Bozeman Sidewalks, shared use path, bike racks and bike rack pads. Chief Joseph Middle School, Hyalite Elementary, Morning Star Elementary, Whitter Elementary, and Hawthorn Elementary $282,500 FY16 UPN8688 MDT CTSM-13 S. 19th intersections w/ Patterson and Goldstein Install a southbound right turn lane at Patterson; install southbound left turn lane at Goldenstein $2,144,443 FY16 UPN8033 MDT FINAL COMMITTED PROJECTS (FY 16 thru FY 20) CMSN-16 90 90 19184 85 86 411 345 205 345 235 191 191 H I G H L A N D B L V D S 3 R D A V E W I L L S O N A V E GRIFFIN DR KAGY BLVD DURSTON RD OAK ST COLLEGE ST BOZEMAN TRAIL RD BAXTERLN BABCOCK ST E VALLEY CENTER RD PEACH ST MENDENHALL ST S C H U R C H A V E S 1 9 T H A V E S P R I N G H I L L R D S 1 1 T H A V E C O T T O N W O O D R D S 8 T H A V E G A L L A T I N R D HUFFINE LN FRONTAGE RD R O U S E A V E BRIDGER DR B R I D G E R C A N Y O N R D N 7 T H A V E N 1 9 T H A V E J A C K R A B B I T L N MAIN ST DURSTON RD C O T T O N W O O D R D D A V I S L N BABCOCK ST BAXTER LN OAK ST GARFIELD ST PATTERSON RD F O W L E R L N G O O C H H I L L R D BLACKWOOD RD S O U R D O U G H R D GOLDENSTEIN LN S 3 R D A V E STUCKY RD F E R G U S O N A V E F O W L E R A V E 2 7 T H S T B E A R C A N Y O N R D L O V E L N H A R P E R P U C K E T T R D GRAF ST NASH RD B O Z E M A N T R A I L T A Y A B E S H O C K U P R D FRONTAGE RD F O R T E L L I S R D G R A F S T CATMOUNT ST N E L S O N R D MCILHATTAN RD M A N L E Y R D S T O R Y M I L L R D CMSN-13 CMSN-2 CMSN-9 CMSN-5 CMSN-7 CMSN-3 CMSN-8 CMSN-14 CMSN-4 CMSN-16 CMSN-15 CMSN-6 CMSN-1 CMSN-10 CMSN-11 CMSN-12 CTSM-11 CTSM-8 CTSM-1 CTSM-2 CTSM-3 CTSM-4 CTSM-5 CTSM-6 CTSM-7 CTSM-10 CTSM-13CTSM-13 CommittedProjects 0 1 2½Miles BOZEMANTMP TRANSPORTATION MASTER PLAN Map Legend Railroad Montana State University Source: City of Bozeman, MDT, RPA Improvement Type Study Area Bozeman City Limits Not ShownCTSM-9: Bozeman Signal SafetyCTSM-12: Elementary School Bike Ped Committed TransportationSystem Management Project Committed Major StreetNetwork Project BOZEMANTMP TRANSPORTATION MASTER PLAN Appendix C PROJECTED INTERSECTION LEVEL OF SERVICE (LOS) Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 4/1/2016Report File: F:\...\Projected AM.pdf Scenario 3: Projected - AMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP B19.40.628NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 B10.50.457SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B12.50.344EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B14.20.285WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 C22.00.671EB LeftHCM 2010Signalized13 - Rouse Avenue / Peach Street13 C17.80.178NB LeftHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 D32.30.075NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B19.20.531EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 F336.61.477SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 B17.40.661WB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 D33.80.146WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 C31.40.845NB ThruHCM 2010Signalized06 - 19th Avenue / Stucky Road6 C20.70.730EB LeftHCM 2010Signalized05 - 19th Avenue / Garfield Street5 C23.30.540WB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 C20.60.654SB LeftHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 D25.80.257NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F144.10.652WB LeftHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with D38.30.609EB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 C27.40.656EB ThruHCM 2010Signalized38 - 19th Avenue / Durston Road40 C31.90.703EB ThruHCM 2010Signalized37 - 19th Avenue / Oak Street39 B16.90.544EB RightHCM 2010Signalized36 - 19th Avenue / Tschache Way38 C21.20.662NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 D44.40.884SEB RightHCM 2010Signalized34 - 19th Avenue / I-90 EB Ramp36 C19.30.221SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 F185.01.206SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 B13.10.110NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 A7.90.580NB LeftHCM 2010Signalized30 - 7th Avenue / Kagy Boulevard32 D26.2WB LeftHCM 2010All-way stop29 - 7th Avenue / Grant Street31 C20.3WB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 C34.60.767EB LeftHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 D30.1EB RightHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 C22.3SB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 B10.8EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F10,000.00.074NB ThruHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F1,427.82.788NB LeftHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 F83.80.170WB ThruHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 F56.60.014WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F473.60.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C28.80.698WB ThruHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 C31.30.796WB LeftHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B18.90.574EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 F427.43.769EB LeftHCM 2010Signalized59 - 27th Avenue / Oak Street62 B16.60.468WB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 C27.50.589WB ThruHCM 2010Signalized57 - 7th Avenue / Oak Street60 F143.51.186EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 E71.70.964EB ThruHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 C32.20.778WB LeftHCM 2010Signalized54 - Cottonwood Road / Babcock Street56 D30.00.097NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 F89.50.857NB RightHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B19.00.449SB LeftHCM 2010Signalized49 - Laurel Parkway / Durston Road51 B18.20.512WB LeftHCM 2010Signalized48 - Davis Lane / Baxter Lane50 C18.80.143NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 E66.10.875EB LeftHCM 2010Signalized45 - 19th Avenue / Graf Street47 C30.10.639EB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 B12.70.495EB RightHCM 2010Signalized43 - 19th Avenue / Koch Street45 A0.00.000HCM 2010Signalized42 - 19th Avenue / Babcock Street44 B14.20.390SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 D54.00.760NB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. 4 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.652Volume to Capacity (v/c): FLevel Of Service: 144.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 5050Pedestrian Volume [ped/h] 6350381091032315603895725720Total Analysis Volume [veh/h] 1613102726641512214645Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 584635104992214578855524619Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.351.351.351.351.351.351.351.351.351.351.351.35Growth Rate 7.000.000.000.000.000.000.000.900.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 43342677731610428634118214Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 24.77d_I, Intersection Delay [s/veh] FFAAApproach LOS 53.77112.051.020.53d_A, Approach Delay [s/veh] 40.9340.9367.83244.28244.28244.2893.1593.1593.1538.5238.5238.5295th-Percentile Queue Length [ft] 1.641.642.719.779.779.773.733.733.731.541.541.5495th-Percentile Queue Length [veh] CDFFFFAAAAAAMovement LOS 16.6431.93144.07103.56117.17129.370.000.008.110.000.008.78d_M, Delay for Movement [s/veh] 0.090.280.650.220.600.210.000.010.070.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.257Volume to Capacity (v/c): DLevel Of Service: 25.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 009Pedestrian Volume [ped/h] 1941552203159764Total Analysis Volume [veh/h] 493955792416Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1861492113028959Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.181.181.181.181.181.18Growth Rate 0.600.800.000.400.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1581261792567550Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.53d_I, Intersection Delay [s/veh] AACApproach LOS 4.060.0020.61d_A, Approach Delay [s/veh] 0.0013.340.000.0049.4449.4495th-Percentile Queue Length [ft] 0.000.530.000.001.981.9895th-Percentile Queue Length [veh] AAAACDMovement LOS 0.009.150.000.0017.1625.83d_M, Delay for Movement [s/veh] 0.000.150.000.000.160.26V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.654Volume to Capacity (v/c): CLevel Of Service: 20.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1938261363318316487Total Analysis Volume [veh/h] 482063418079122Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1837831293302303467Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 0.802.501.901.504.500.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122522862201202311Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.03.01.00.03.0l2, Clearance Lost Time [s] 0.02.02.02.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.00.03.0Vehicle Extension [s] 0354611044Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.03.00.03.0Amber [s] 0909030060Maximum Green [s] 030308015Minimum Green [s] ---Lead-LeadLead / Lag Auxiliary Signal Groups 048301Signal group PermissivePermissivePermissiveProtectedPermissiPermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 119.42261.77339.18163.00250.42407.3395th-Percentile Queue Length [ft] 4.7810.4713.576.5210.0216.2995th-Percentile Queue Length [veh] 66.35158.53218.0890.56150.00272.0850th-Percentile Queue Length [ft] 2.656.348.723.626.0010.8850th-Percentile Queue Length [veh] NoNoYesNoNoYesCritical Lane Group BCBBCDLane Group LOS 17.2820.0614.2017.3629.1237.63d, Delay for Lane Group [s/veh] 0.280.540.660.600.670.89X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.981.351.635.011.697.74d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.17k, delay calibration 16.2918.7112.5612.3527.4329.89d1, Uniform Delay [s] 69815382078528469548c, Capacity [veh/h] 16023529355090715451804s, saturation flow rate [veh/h] 0.120.230.380.350.200.27(v / s)_i Volume / Saturation Flow Rate 0.440.440.590.590.300.30g / C, Green / Cycle 393953532727g_i, Effective Green Time [s] 3.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 14.20 20.06 17.2837.63d_M, Delay for Movement [s/veh]17.3629.12 CB BDMovement LOS BC 19.5314.80d_A, Approach Delay [s/veh]34.28 BBApproach LOS C 20.64d_I, Intersection Delay [s/veh] CIntersection LOS 0.654Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8--Ring 2 -------------431Ring 1 Sequence 12 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.540Volume to Capacity (v/c): CLevel Of Service: 23.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 386649486103431553231371268237Total Analysis Volume [veh/h] 91662122259814813431759Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 36630946198129512971261163218Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.501.501.501.501.501.501.501.501.501.501.501.50Growth Rate 4.203.100.001.302.700.000.000.500.000.000.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 244206307654193419884742145Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0690069002100210Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0150015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 241.04244.328.31367.37371.1725.1089.2592.4877.115.2330.25179.0295th-Percentile Queue Length [ft] 9.649.770.3314.6914.851.003.573.703.080.211.217.1695th-Percentile Queue Length [veh] 142.98145.434.62240.27243.2713.9549.5851.3842.842.9016.8099.4650th-Percentile Queue Length [ft] 5.725.820.189.619.730.561.982.061.710.120.673.9850th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoNoNoYesCritical Lane Group CCDCCCBBBBBCLane Group LOS 23.1123.0936.4129.3326.9029.1911.8511.8014.8910.3110.7222.41d, Delay for Lane Group [s/veh] 0.530.530.060.830.800.130.200.190.190.010.070.47X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.650.640.193.241.220.240.470.440.600.030.133.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 22.4622.4536.2226.0925.6728.9611.3811.3714.2910.2810.5919.37d1, Uniform Delay [s] 6606731415821286242941990711846995509c, Capacity [veh/h] 1808184355415943522757179618911354161519001007s, saturation flow rate [veh/h] 0.190.190.020.300.290.040.100.100.100.010.040.24(v / s)_i Volume / Saturation Flow Rate 0.360.360.360.360.360.360.520.520.520.520.520.52g / C, Green / Cycle 333333333333474747474747g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 26.90 29.3329.19 36.41 23.1123.1011.8522.41 10.72d_M, Delay for Movement [s/veh]11.8210.31 14.89 C CC CDCBBMovement LOS C BBB 27.70 23.27d_A, Approach Delay [s/veh]12.6419.45 C CApproach LOS B B 23.33d_I, Intersection Delay [s/veh] CIntersection LOS 0.540Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.730Volume to Capacity (v/c): CLevel Of Service: 20.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1511Bicycle Volume [bicycles/h] 0041Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 542114954455790121776161026414Total Analysis Volume [veh/h] 1454239111422304194256104Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 50191387841528611667315983397Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.621.621.621.621.621.621.621.621.621.621.621.62Growth Rate 0.000.000.000.600.000.000.000.800.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31128542253253720459607245Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 03508735008713010733Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0450904500903009030Maximum Green [s] 0300453000451004510Minimum Green [s] --------Lead--LeadLead / Lag 6,8Auxiliary Signal Groups 040680061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 155Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 18 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 114.0121.42459.8966.7192.70537.40543.9933.47342.14342.99283.2895th-Percentile Queue Length [ft] 4.560.8618.402.673.7121.5021.761.3413.6913.7211.3395th-Percentile Queue Length [veh] 63.3411.90314.4737.0651.50377.98383.4218.60220.41221.07174.8550th-Percentile Queue Length [ft] 2.530.4812.581.482.0615.1215.340.748.828.846.9950th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoNoYesCritical Lane Group DEADECCABBDLane Group LOS 53.1555.189.7351.7760.0321.7221.547.6013.4413.4248.34d, Delay for Lane Group [s/veh] 0.230.050.730.120.240.590.590.150.420.420.87X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.370.083.650.150.522.342.230.671.061.0519.59d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.500.500.500.50k, delay calibration 52.7955.106.0851.6359.5119.3919.316.9312.3812.3728.75d1, Uniform Delay [s] 32226913043682381096112749212341241474c, Capacity [veh/h] 166113811583190013421834188566618681879672s, saturation flow rate [veh/h] 0.050.010.600.020.040.350.350.110.280.280.62(v / s)_i Volume / Saturation Flow Rate 0.190.190.820.190.190.600.600.740.660.660.74g / C, Green / Cycle 303012830309393115102102115g_i, Effective Green Time [s] 3.003.000.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 51.77 9.7360.03 55.18 53.1553.1521.7248.34 13.43d_M, Delay for Movement [s/veh]21.6213.44 7.60 D AE DEDCBMovement LOS D CBA 14.24 53.47d_A, Approach Delay [s/veh]20.8623.35 B DApproach LOS C C 20.74d_I, Intersection Delay [s/veh] CIntersection LOS 0.730Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.845Volume to Capacity (v/c): CLevel Of Service: 31.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 76674433340894116Total Analysis Volume [veh/h] 191691088522429Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 73646415326857111Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.791.791.791.791.791.79Growth Rate 2.400.000.003.800.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4136123218247962Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 073022220Split [s] 0.02.00.02.02.00.0All red [s] 0.03.00.03.03.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 47.21537.62275.73205.04771.8196.7595th-Percentile Queue Length [ft] 1.8921.5011.038.2030.873.8795th-Percentile Queue Length [veh] 26.23378.16169.10116.52575.1553.7550th-Percentile Queue Length [ft] 1.0515.136.764.6623.012.1550th-Percentile Queue Length [veh] NoYesNoNoYesNoCritical Lane Group BCBBDCLane Group LOS 18.0333.2619.2216.1043.4326.22d, Delay for Lane Group [s/veh] 0.120.930.540.380.960.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.086.032.641.1920.421.71d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 17.9527.2316.5914.9123.0124.51d1, Uniform Delay [s] 631724799905936412c, Capacity [veh/h] 157718101615183018921040s, saturation flow rate [veh/h] 0.050.370.270.190.470.11(v / s)_i Volume / Saturation Flow Rate 0.400.400.490.490.490.49g / C, Green / Cycle 383847474747g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 19.22 33.26 18.0326.22d_M, Delay for Movement [s/veh]16.1043.43 CB BCMovement LOS BD 31.7217.85d_A, Approach Delay [s/veh]41.45 CBApproach LOS D 31.37d_I, Intersection Delay [s/veh] CIntersection LOS 0.845Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.146Volume to Capacity (v/c): DLevel Of Service: 33.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 27434134154107493Total Analysis Volume [veh/h] 688333927123Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 25231128148103472Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.411.411.411.411.411.41Growth Rate 0.600.000.002.900.000.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 179229110573335Base Volume Input [veh/h] Name volumes 25 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 7.89d_I, Intersection Delay [s/veh] DAAApproach LOS 25.935.020.00d_A, Approach Delay [s/veh] 115.46115.460.0014.030.000.0095th-Percentile Queue Length [ft] 4.624.620.000.560.000.0095th-Percentile Queue Length [veh] CDAAAAMovement LOS 24.9633.780.009.400.000.00d_M, Delay for Movement [s/veh] 0.510.150.000.160.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.661Volume to Capacity (v/c): BLevel Of Service: 17.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0010Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 926350382011940818753832214Total Analysis Volume [veh/h] 232871053210247135813Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 886335351810939117951630913Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 6.700.0016.7012.008.3014.3016.704.909.002.806.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6042282412762661223512109Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0290029003600360Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 280.4829.71167.85108.84251.37125.8995th-Percentile Queue Length [ft] 11.221.196.714.3510.055.0495th-Percentile Queue Length [veh] 172.7216.5193.2560.47150.7169.9450th-Percentile Queue Length [ft] 6.910.663.732.426.032.8050th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group CBBCBBLane Group LOS 26.7614.6712.1820.1217.0310.99d, Delay for Lane Group [s/veh] 0.770.110.460.420.680.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.170.081.692.834.751.05d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.320.110.500.500.500.50k, delay calibration 20.5914.6010.5017.2912.279.94d1, Uniform Delay [s] 583624905449788943c, Capacity [veh/h] 14051625180498615711765s, saturation flow rate [veh/h] 0.320.040.230.190.340.19(v / s)_i Volume / Saturation Flow Rate 0.340.340.500.500.500.50g / C, Green / Cycle 222233333333g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 14.67 14.6714.67 26.76 26.7626.7612.1810.99 10.99d_M, Delay for Movement [s/veh]12.1817.03 20.12 B BB CCCBBMovement LOS B BBC 14.67 26.76d_A, Approach Delay [s/veh]14.6414.71 B CApproach LOS B B 17.39d_I, Intersection Delay [s/veh] BIntersection LOS 0.661Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.477Volume to Capacity (v/c): FLevel Of Service: 336.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 8239756321980148Total Analysis Volume [veh/h] 2199141552037Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 7938054021077142Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.711.711.711.711.711.71Growth Rate 2.208.604.101.6011.106.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 462223161234583Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 35.44d_I, Intersection Delay [s/veh] AAFApproach LOS 0.002.56222.66d_A, Approach Delay [s/veh] 0.000.00164.68164.6811.46275.4095th-Percentile Queue Length [ft] 0.000.006.596.590.4611.0295th-Percentile Queue Length [veh] AAAABFMovement LOS 0.000.000.009.1511.92336.57d_M, Delay for Movement [s/veh] 0.000.000.010.200.131.48V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.531Volume to Capacity (v/c): BLevel Of Service: 19.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2129184342282642312908202Total Analysis Volume [veh/h] 132468612665873251Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2118176328282532212788194Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 0.0028.600.005.402.90100.000.004.407.909.700.009.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 175111206151591391755122Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 058002000321258580Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 030003000303030300Maximum Green [s] 050050055550Minimum Green [s] --------Lead---Lead / Lag 6Auxiliary Signal Groups 020040083660Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 16.18109.46212.071.34117.1094.82230.26195.5195th-Percentile Queue Length [ft] 0.654.388.480.054.683.799.217.8295th-Percentile Queue Length [veh] 8.9960.81121.630.7465.0552.68134.99109.6550th-Percentile Queue Length [ft] 0.362.434.870.032.602.115.404.3950th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CBBBABCCLane Group LOS 25.4416.1617.9218.389.8810.3928.3932.13d, Delay for Lane Group [s/veh] 0.170.260.410.010.260.360.640.67X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.610.931.470.040.590.421.522.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.130.110.11k, delay calibration 24.8315.2316.4518.349.289.9726.8729.68d1, Uniform Delay [s] 1336968392841053643453314c, Capacity [veh/h] 25215321846562181111041472767s, saturation flow rate [veh/h] 0.090.120.190.000.150.210.200.27(v / s)_i Volume / Saturation Flow Rate 0.310.450.450.450.580.580.310.31g / C, Green / Cycle 2841414152522828g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.92 16.1618.38 25.44 25.4425.449.8832.13 32.13d_M, Delay for Movement [s/veh]9.8828.39 10.39 B BB CCCACMovement LOS C ACB 17.31 25.44d_A, Approach Delay [s/veh]10.1129.96 B CApproach LOS C B 19.17d_I, Intersection Delay [s/veh] BIntersection LOS 0.531Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.075Volume to Capacity (v/c): DLevel Of Service: 32.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0200Pedestrian Volume [ped/h] 527967619699150676232411Total Analysis Volume [veh/h] 170172492538172663Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 526764618895144646222311Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 0.000.600.0025.007.408.204.300.0025.000.006.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3172414121619341414157Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 7.28d_I, Intersection Delay [s/veh] AACCApproach LOS 1.482.6819.4019.75d_A, Approach Delay [s/veh] 25.3425.3425.340.000.006.4862.6962.6962.6917.4417.4417.4495th-Percentile Queue Length [ft] 1.011.011.010.000.000.262.512.512.510.700.700.7095th-Percentile Queue Length [veh] AAAAAACCDBCDMovement LOS 0.000.007.740.000.008.1516.5424.9728.6112.0721.3632.27d_M, Delay for Movement [s/veh] 0.000.000.050.000.000.080.200.250.030.030.090.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.178Volume to Capacity (v/c): CLevel Of Service: 17.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 0243Pedestrian Volume [ped/h] 0203281033390343211565Total Analysis Volume [veh/h] 0517268501115416Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 019527993250343201462Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.004.300.002.801.300.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 013919712320232141044Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 2.64d_I, Intersection Delay [s/veh] AABCApproach LOS 1.000.0013.8016.84d_A, Approach Delay [s/veh] 19.3019.3019.300.000.000.001.831.831.8324.3424.3424.3495th-Percentile Queue Length [ft] 0.770.770.770.000.000.000.070.070.070.970.970.9795th-Percentile Queue Length [veh] AAAAAAACCBCCMovement LOS 0.000.008.290.000.007.639.5415.5115.7713.4117.5617.78d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.000.010.010.030.040.18V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.671Volume to Capacity (v/c): CLevel Of Service: 22.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 20083812386481136901151554792Total Analysis Volume [veh/h] 502123121122817229413723Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 19280811882461086611101452488Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.571.571.571.57Growth Rate 0.800.000.001.305.800.001.400.701.400.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1225157552296942170933456Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0270027006300630Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 42 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 282.848.17202.2160.26404.9975.45236.7484.8195th-Percentile Queue Length [ft] 11.310.338.092.4116.203.029.473.3995th-Percentile Queue Length [veh] 174.524.54114.4833.48270.2041.92139.7947.1250th-Percentile Queue Length [ft] 6.980.184.581.3410.811.685.591.8850th-Percentile Queue Length [veh] YesNoNoNoYesNoNoNoCritical Lane Group DDDDBBBCLane Group LOS 45.2737.4636.7850.6715.9317.9510.2930.60d, Delay for Lane Group [s/veh] 0.760.040.580.370.750.270.520.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 13.710.456.817.964.901.611.763.80d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 31.5637.0229.9742.7111.0416.348.5326.80d1, Uniform Delay [s] 37218335813010684201087258c, Capacity [veh/h] 152010721464100216577651687620s, saturation flow rate [veh/h] 0.190.010.140.050.480.150.330.15(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.240.640.640.640.64g / C, Green / Cycle 2222222258585858g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 43 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 36.78 36.7850.67 37.46 45.2745.2715.9330.60 10.29d_M, Delay for Movement [s/veh]15.9310.29 17.95 D DD DDDBBMovement LOS C BBB 39.37 45.06d_A, Approach Delay [s/veh]16.1913.15 D DApproach LOS B B 22.02d_I, Intersection Delay [s/veh] CIntersection LOS 0.671Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 44 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.285Volume to Capacity (v/c): BLevel Of Service: 14.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 9977Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 2331896000141290014371Total Analysis Volume [veh/h] 68024000332003618Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor 2230592000131240013768Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.281.281.281.001.001.001.281.281.001.001.281.28Growth Rate 5.900.500.002.002.002.000.004.102.002.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 172387200010970010753Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 45 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 032000002800280Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 46 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 110.00120.1532.8851.7695th-Percentile Queue Length [ft] 4.404.811.322.0795th-Percentile Queue Length [veh] 61.1166.7518.2728.7650th-Percentile Queue Length [ft] 2.442.670.731.1550th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group CCAALane Group LOS 20.6120.496.146.64d, Delay for Lane Group [s/veh] 0.540.540.150.23X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 1.201.090.350.59d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 19.4119.415.806.05d1, Uniform Delay [s] 383422937920c, Capacity [veh/h] 1516166716141447s, saturation flow rate [veh/h] 0.140.140.090.15(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.58g / C, Green / Cycle 15153535g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 47 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 20.49 20.6120.566.146.64 6.64d_M, Delay for Movement [s/veh]6.140.00 0.00 CCCAAMovement LOS A A 0.00 20.55d_A, Approach Delay [s/veh]6.146.64 A CApproach LOS A A 14.21d_I, Intersection Delay [s/veh] BIntersection LOS 0.285Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 48 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.344Volume to Capacity (v/c): BLevel Of Service: 12.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 7184Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00063415210288272672820Total Analysis Volume [veh/h] 000161045072767700Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.92000.92000.92001.00000.92000.92000.92000.92001.0000Peak Hour Factor 00060398200276262562700Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.181.181.181.001.181.181.181.181.00Growth Rate 2.002.002.000.000.600.002.002.109.100.501.302.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00051337170234222172290Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 49 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 50 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 127.96143.6273.399.0470.7771.3295th-Percentile Queue Length [ft] 5.125.742.940.362.832.8595th-Percentile Queue Length [veh] 71.0979.7940.775.0239.3239.6250th-Percentile Queue Length [ft] 2.843.191.630.201.571.5850th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group CCAAAALane Group LOS 21.6321.317.169.557.497.09d, Delay for Lane Group [s/veh] 0.630.620.300.050.320.29X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.731.460.780.181.010.74d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 19.8919.856.389.376.496.35d1, Uniform Delay [s] 373428972533836980c, Capacity [veh/h] 14731693167591814411688s, saturation flow rate [veh/h] 0.160.160.170.030.190.17(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 51 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.44 21.6321.31 0.00 0.000.000.000.00 7.09d_M, Delay for Movement [s/veh]7.167.49 9.55 C CCAMovement LOS AAA 21.46 0.00d_A, Approach Delay [s/veh]7.377.28 C AApproach LOS A A 12.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.344Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 52 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.457Volume to Capacity (v/c): BLevel Of Service: 10.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 054Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1868518256637149Total Analysis Volume [veh/h] 4621320617937Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1768077826335143Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.541.541.541.541.541.54Growth Rate 4.402.100.003.608.604.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 114524508412393Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 53 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 040400020Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 030300015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 54 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 163.56156.12157.05109.7799.1395th-Percentile Queue Length [ft] 6.546.246.284.393.9795th-Percentile Queue Length [veh] 90.8686.7487.2560.9855.0750th-Percentile Queue Length [ft] 3.633.473.492.442.2050th-Percentile Queue Length [veh] YesNoNoNoYesCritical Lane Group AAAACLane Group LOS 9.869.229.718.9620.98d, Delay for Lane Group [s/veh] 0.560.520.550.500.53X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 2.401.972.332.271.21d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.11k, delay calibration 7.467.247.396.6919.77d1, Uniform Delay [s] 931991921778354c, Capacity [veh/h] 15731675155611961465s, saturation flow rate [veh/h] 0.330.310.320.320.13(v / s)_i Volume / Saturation Flow Rate 0.590.590.590.590.24g / C, Green / Cycle 3636363614g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 55 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 9.42 9.47 9.8620.98d_M, Delay for Movement [s/veh]8.9620.98 AA ACMovement LOS AC 9.549.38d_A, Approach Delay [s/veh]20.98 AAApproach LOS C 10.48d_I, Intersection Delay [s/veh] BIntersection LOS 0.457Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 56 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.628Volume to Capacity (v/c): BLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardHighland BoulevardName Intersection Setup 0001Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 409445007185870001981265Total Analysis Volume [veh/h] 1021110018014700050066Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 388422006815570001901254Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 1.103.102.002.002.801.902.002.002.003.902.001.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 264287004633790001291173Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardHighland BoulevardName volumes 57 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03500501502000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040080Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 58 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 209.36215.920.0083.5183.51261.850.00158.75231.1495th-Percentile Queue Length [ft] 8.378.640.003.343.3410.470.006.359.2595th-Percentile Queue Length [veh] 119.66124.440.0046.3946.39158.590.0088.20135.6450th-Percentile Queue Length [ft] 4.794.980.001.861.866.340.003.535.4350th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group BBAAACACDLane Group LOS 16.7115.760.005.685.6826.800.0032.3040.40d, Delay for Lane Group [s/veh] 0.610.560.000.300.300.900.000.590.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.250.690.000.140.1415.400.007.5411.85d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.150.120.110.110.110.410.500.500.50k, delay calibration 15.4715.070.005.545.5411.400.0024.7628.56d1, Uniform Delay [s] 67179033211881188651451335366c, Capacity [veh/h] 1566184373118481848971186315641414s, saturation flow rate [veh/h] 0.260.240.000.190.190.600.000.130.19(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.640.640.640.210.210.21g / C, Green / Cycle 303030454545151515g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 59 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 5.68 5.6826.80 0.00 16.7115.760.0040.40 32.30d_M, Delay for Movement [s/veh]0.0032.30 0.00 A AC BABACMovement LOS D ACA 15.18 16.22d_A, Approach Delay [s/veh]0.0036.93 B BApproach LOS D A 19.36d_I, Intersection Delay [s/veh] BIntersection LOS 0.628Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 60 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 473.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 136546331272152002790101Total Analysis Volume [veh/h] 34137113183800120025Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 12951833120614400276097Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.561.561.561.561.561.561.561.561.561.561.561.56Growth Rate 3.603.300.000.002.503.300.000.000.002.000.001.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 83332227739200149062Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 61 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 32.86d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.051.05114.49409.08d_A, Approach Delay [s/veh] 0.0052.90105.790.000.0015.184.384.384.38347.58347.58347.5895th-Percentile Queue Length [ft] 0.002.124.230.000.000.610.180.180.1813.9013.9013.9095th-Percentile Queue Length [veh] AABAAACFFFFFMovement LOS 0.000.0011.560.000.009.8219.68119.12114.49381.13473.57430.95d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.170.000.000.060.120.001.55V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 62 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.014Volume to Capacity (v/c): FLevel Of Service: 56.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 3045Pedestrian Volume [ped/h] 23517911643622359566190Total Analysis Volume [veh/h] 6102000169161514147Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21517611613472257542182Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.151.151.151.151.151.151.151.151.151.151.151.15Growth Rate 0.000.000.000.000.000.000.001.005.302.001.301.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18416611533021950471158Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 63 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 2.54d_I, Intersection Delay [s/veh] CBAAApproach LOS 20.8412.490.462.05d_A, Approach Delay [s/veh] 9.459.459.4512.5412.5412.5466.3266.3266.32163.29163.29163.2995th-Percentile Queue Length [ft] 0.380.380.380.500.500.502.652.652.656.536.536.5395th-Percentile Queue Length [veh] BEFBEFAAAAAAMovement LOS 13.9945.2056.5611.6044.3651.020.000.008.950.000.008.80d_M, Delay for Movement [s/veh] 0.050.050.010.120.010.010.000.000.020.000.010.17V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.170Volume to Capacity (v/c): FLevel Of Service: 83.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 0103Pedestrian Volume [ped/h] 5716477330413482119784078Total Analysis Volume [veh/h] 1441221810312130201022Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5215436328396462114753908Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 2.900.000.0025.000.000.001.202.601.400.002.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 341028421825730074492535Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 65 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 7.07d_I, Intersection Delay [s/veh] FFAAApproach LOS 67.0665.371.030.16d_A, Approach Delay [s/veh] 108.64108.64108.6442.1742.1742.170.000.009.250.000.000.7995th-Percentile Queue Length [ft] 4.354.354.351.691.691.690.000.000.370.000.000.0395th-Percentile Queue Length [veh] FFFEFFAAAAAAMovement LOS 51.5383.7980.1837.3958.6972.570.000.008.740.000.009.75d_M, Delay for Movement [s/veh] 0.090.170.450.020.030.370.000.000.110.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 66 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 2.788Volume to Capacity (v/c): FLevel Of Service: 1,427.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 5000Pedestrian Volume [ped/h] 493483290642505095812768109Total Analysis Volume [veh/h] 12928226101312715321727Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 473383186840484885612265104Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 3.300.000.000.000.700.000.000.600.001.300.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3021520560263131536794267Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 67 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 220.75d_I, Intersection Delay [s/veh] FAAFApproach LOS 208.120.370.971381.01d_A, Approach Delay [s/veh] 156.08156.08156.080.000.003.210.000.006.43791.74791.74791.7495th-Percentile Queue Length [ft] 6.246.246.240.000.000.130.000.000.2631.6731.6731.6795th-Percentile Queue Length [veh] FFFAAAAABFFFMovement LOS 176.85208.90396.410.000.008.670.000.0010.341342.271378.391427.79d_M, Delay for Movement [s/veh] 0.150.410.510.000.010.040.000.010.080.230.812.79V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 68 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.074Volume to Capacity (v/c): FLevel Of Service: 10,000.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0010Pedestrian Volume [ped/h] 3747422124559580013033Total Analysis Volume [veh/h] 9118113114014503011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3545422119536556012033Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.681.681.681.681.681.681.681.681.681.681.681.68Growth Rate 0.000.400.000.000.000.300.600.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21270117131933107022Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 69 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 101.75d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.039.88195.7210000.00d_A, Approach Delay [s/veh] 39.5639.5639.560.000.0079.47680.15680.15680.1548.0348.0348.0395th-Percentile Queue Length [ft] 1.581.581.580.000.003.1827.2127.2127.211.921.921.9295th-Percentile Queue Length [veh] AAAAABFFFFFFMovement LOS 0.000.007.450.000.0012.11193.78274.53282.2210000.010000.010000.0d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.531.000.000.340.000.070.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 70 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 300Pedestrian Volume [ped/h] 3310193381919Total Analysis Volume [veh/h] 177489482Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 3297185361768Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.081.081.081.081.081.08Growth Rate 0.000.002.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3275171331637Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 71 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.81Intersection Delay [s/veh] BABApproach LOS 12.249.3010.29Approach Delay [s/veh] 57.9326.674.7129.8795th-Percentile Queue Length [ft] 2.321.070.191.1995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 22.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 65106130154Pedestrian Volume [ped/h] 80721013899217821915919320310Total Analysis Volume [veh/h] 2018251025520554048513Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7769973591197521015218519510Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.931.931.931.931.931.931.931.931.931.931.931.93Growth Rate 0.002.802.000.002.100.000.000.000.001.003.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4036501847103910979961015Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 73 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 22.31Intersection Delay [s/veh] CBDCApproach LOS 16.4513.6828.8621.97Approach Delay [s/veh] 66.5034.17189.22136.9395th-Percentile Queue Length [ft] 2.661.377.575.4895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 30.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 110483635Pedestrian Volume [ped/h] 141525390711375124254523758Total Analysis Volume [veh/h] 44698183413611115915Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 131423374681314923254322756Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.801.801.801.801.801.801.801.801.801.801.801.80Growth Rate 0.000.000.000.500.001.4011.100.800.000.000.803.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 781320838732712932412631Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 75 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 30.07Intersection Delay [s/veh] BECCApproach LOS 11.2145.9816.0817.33Approach Delay [s/veh] 9.18319.737.9569.8684.7110.7195th-Percentile Queue Length [ft] 0.3712.790.322.793.390.4395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 76 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.767Volume to Capacity (v/c): CLevel Of Service: 34.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 492310Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 187932311359442567610094137718Total Analysis Volume [veh/h] 47233834236641925233195Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 17989330129905245739690127117Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.741.741.741.741.741.741.741.741.741.741.741.74Growth Rate 0.000.600.000.001.002.104.801.807.700.002.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103513177452014142555274110Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 77 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 08200951302500250Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 09000902504500450Maximum Green [s] 03000301002000200Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 78 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1097.5933.42596.30178.70229.98140.74111.9926.0095th-Percentile Queue Length [ft] 43.901.3423.857.159.205.634.481.0495th-Percentile Queue Length [veh] 857.4818.57426.8899.28134.7878.1962.2214.4450th-Percentile Queue Length [ft] 34.300.7417.083.975.393.132.490.5850th-Percentile Queue Length [veh] YesNoNoYesYesNoNoNoCritical Lane Group DDBEDEDDLane Group LOS 42.3335.7213.7363.5051.6158.0643.9953.69d, Delay for Lane Group [s/veh] 0.980.160.800.860.560.470.270.12X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 20.420.373.2325.957.187.652.071.60d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.430.110.310.500.500.500.500.50k, delay calibration 21.9135.3410.5037.5544.4350.4141.9252.10d1, Uniform Delay [s] 11421961345298312201328152c, Capacity [veh/h] 183453118416601682116017651219s, saturation flow rate [veh/h] 0.610.060.590.390.100.080.050.01(v / s)_i Volume / Saturation Flow Rate 0.620.620.730.730.190.190.190.19g / C, Green / Cycle 7575888822222222g_i, Effective Green Time [s] 3.003.003.000.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 79 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 13.73 13.7363.50 35.72 42.3342.3351.6153.69 43.99d_M, Delay for Movement [s/veh]51.6143.99 58.06 B BE DDDDDMovement LOS D DDE 23.27 42.15d_A, Approach Delay [s/veh]53.8645.60 C DApproach LOS D D 34.58d_I, Intersection Delay [s/veh] CIntersection LOS 0.767Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 80 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 20.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 2021115Pedestrian Volume [ped/h] 76369611317987661543335199Total Analysis Volume [veh/h] 199222845221639811325Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 73354610817283631483234995Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.000.400.001.300.001.700.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5225347712359451062323568Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 81 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 20.33Intersection Delay [s/veh] DCCBApproach LOS 25.6019.9015.6513.56Approach Delay [s/veh] 170.87117.5462.9732.7695th-Percentile Queue Length [ft] 6.834.702.521.3195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 26.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 16010012Pedestrian Volume [ped/h] 223320248240105169Total Analysis Volume [veh/h] 568062602642Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 214307238230101162Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 2.742.742.742.742.742.74Growth Rate 1.300.001.101.202.703.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7811287843759Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 83 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 26.22Intersection Delay [s/veh] DCCApproach LOS 34.9522.4115.71Approach Delay [s/veh] 250.08163.9368.2195th-Percentile Queue Length [ft] 10.006.562.7395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 84 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.580Volume to Capacity (v/c): ALevel Of Service: 7.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 02964Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 147844392553116850913163Total Analysis Volume [veh/h] 37211106133421320141Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 141809372450916148913153Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.271.271.271.271.271.271.271.271.271.271.271.27Growth Rate 1.800.400.005.301.701.605.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111637291940112738712122Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 85 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0690069002100210Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 86 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 229.4110.3886.35110.0559.860.9617.913.0395th-Percentile Queue Length [ft] 9.180.423.454.402.390.040.720.1295th-Percentile Queue Length [veh] 134.365.7747.9761.1433.260.539.951.6850th-Percentile Queue Length [ft] 5.370.231.922.451.330.020.400.0750th-Percentile Queue Length [veh] YesNoNoNoYesNoNoNoCritical Lane Group AAABDDDDLane Group LOS 6.234.743.2317.2042.1839.9038.2842.61d, Delay for Lane Group [s/veh] 0.670.060.370.440.490.010.120.03X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.430.160.723.562.980.010.330.09d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.11k, delay calibration 3.804.582.5113.6539.2039.8937.9542.52d1, Uniform Delay [s] 14796761487386122163160116c, Capacity [veh/h] 184386618535681407141618481225s, saturation flow rate [veh/h] 0.540.050.300.300.040.000.010.00(v / s)_i Volume / Saturation Flow Rate 0.800.800.800.800.090.090.090.09g / C, Green / Cycle 727272728888g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 87 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 3.23 3.2317.20 4.74 6.236.2342.1842.61 38.28d_M, Delay for Movement [s/veh]42.1838.28 39.90 A AB AAADDMovement LOS D DDD 6.47 6.17d_A, Approach Delay [s/veh]42.1438.87 A AApproach LOS D D 7.86d_I, Intersection Delay [s/veh] AIntersection LOS 0.580Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 88 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.110Volume to Capacity (v/c): BLevel Of Service: 13.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 10423766629761Total Analysis Volume [veh/h] 265917152415Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 9120858548956Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 0.880.880.880.880.880.88Growth Rate 4.905.906.104.902.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103236666110164Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 89 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 3.79d_I, Intersection Delay [s/veh] AABApproach LOS 0.003.9511.85d_A, Approach Delay [s/veh] 0.000.000.004.0722.2822.2895th-Percentile Queue Length [ft] 0.000.000.000.160.890.8995th-Percentile Queue Length [veh] AAAABBMovement LOS 0.000.000.008.1611.0713.10d_M, Delay for Movement [s/veh] 0.000.000.000.050.120.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.206Volume to Capacity (v/c): FLevel Of Service: 185.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 131153473227128218Total Analysis Volume [veh/h] 3338118573255Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 115134414199118201Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.911.911.911.911.911.91Growth Rate 1.7015.804.101.004.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 607021710462105Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 91 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 32.74d_I, Intersection Delay [s/veh] AAFApproach LOS 0.002.73120.35d_A, Approach Delay [s/veh] 0.000.000.0016.0313.90291.5395th-Percentile Queue Length [ft] 0.000.000.000.640.5611.6695th-Percentile Queue Length [veh] AAAABFMovement LOS 0.000.000.008.4010.24185.00d_M, Delay for Movement [s/veh] 0.000.000.000.180.161.21V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 92 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.221Volume to Capacity (v/c): CLevel Of Service: 19.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6538172033471Total Analysis Volume [veh/h] 1632451818Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 5517141713165Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.231.231.231.231.231.23Growth Rate 0.900.000.001.404.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4486111392553Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 93 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 1.88d_I, Intersection Delay [s/veh] AACApproach LOS 0.090.0017.11d_A, Approach Delay [s/veh] 0.000.440.000.0025.8325.8395th-Percentile Queue Length [ft] 0.000.020.000.001.031.0395th-Percentile Queue Length [veh] AAAABCMovement LOS 0.007.660.000.0012.4719.33d_M, Delay for Movement [s/veh] 0.010.010.000.000.040.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 94 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.884Volume to Capacity (v/c): DLevel Of Service: 44.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 61703700008992114096290Total Analysis Volume [veh/h] 154090000225531021570Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor 56803400008271943765790Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.881.001.881.001.001.001.001.881.881.881.881.00Growth Rate 4.902.005.602.002.002.002.002.202.9012.006.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 30201800004401032003080Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 95 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.00.03.00.00.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 0010000010010100Pedestrian Clearance [s] 005000050550Walk [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Vehicle Extension [s] 00560000641450500Split [s] 0.00.02.00.00.00.00.02.00.02.02.00.0All red [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Amber [s] 00450000902090900Maximum Green [s] 0020000030530300Minimum Green [s] --Lead-----Lead---Lead / Lag 2,3Auxiliary Signal Groups 003000061220Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 96 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 728.0428.53963.89191.4867.52689.0895th-Percentile Queue Length [ft] 29.121.1438.567.662.7027.5695th-Percentile Queue Length [veh] 537.8615.85740.72106.7637.51504.8450th-Percentile Queue Length [ft] 21.510.6329.634.271.5020.1950th-Percentile Queue Length [veh] YesNoYesNoNoNoCritical Lane Group ECDDADLane Group LOS 59.0720.9950.9937.072.6951.41d, Delay for Lane Group [s/veh] 0.960.050.960.680.330.90X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 24.850.0322.0911.300.7417.00d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.410.110.500.500.500.50k, delay calibration 34.2220.9628.9025.761.9534.41d1, Uniform Delay [s] 6407129323111222698c, Capacity [veh/h] 15401714185997014421789s, saturation flow rate [veh/h] 0.400.020.480.220.280.35(v / s)_i Volume / Saturation Flow Rate 0.420.420.500.500.850.39g / C, Green / Cycle 5050606010247g_i, Effective Green Time [s] 3.003.003.000.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCLRCLane Group Lane Group Calculations 97 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 20.99 59.070.000.000.00 51.41d_M, Delay for Movement [s/veh]50.992.69 37.07 ECDMovement LOS DAD 0.00 56.91d_A, Approach Delay [s/veh]48.3432.21 A EApproach LOS C D 44.37d_I, Intersection Delay [s/veh] DIntersection LOS 0.884Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------321Ring 1 Sequence 98 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.662Volume to Capacity (v/c): CLevel Of Service: 21.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0003301392180200292275Total Analysis Volume [veh/h] 00080355201007369Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92001.00000.92000.92000.92001.00001.00000.92000.9200Peak Hour Factor 0003001281973800269253Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.581.001.581.581.581.001.001.581.58Growth Rate 2.002.002.005.302.0013.500.001.302.002.002.4010.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000190811246700170160Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 99 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000022035004813Split [s] 0.00.00.00.00.02.00.02.00.00.02.00.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 100 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 23.61140.88427.3936.8660.0695th-Percentile Queue Length [ft] 0.945.6417.101.472.4095th-Percentile Queue Length [veh] 13.1278.27288.1920.4833.3750th-Percentile Queue Length [ft] 0.523.1311.530.821.3350th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group CDCABLane Group LOS 29.6252.6422.873.0118.51d, Delay for Lane Group [s/veh] 0.230.930.860.230.59X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.8121.5110.090.435.37d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.50k, delay calibration 28.8131.1312.782.5813.15d1, Uniform Delay [s] 1431499551258467c, Capacity [veh/h] 1380143516801670741s, saturation flow rate [veh/h] 0.020.100.490.170.37(v / s)_i Volume / Saturation Flow Rate 0.100.100.570.750.75g / C, Green / Cycle 77405353g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 101 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 29.6252.64 0.00 0.000.0022.8718.51 3.01d_M, Delay for Movement [s/veh]22.870.00 0.00 CDCAMovement LOS B C 48.22 0.00d_A, Approach Delay [s/veh]22.8710.53 D AApproach LOS B C 21.18d_I, Intersection Delay [s/veh] CIntersection LOS 0.662Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 102 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.544Volume to Capacity (v/c): BLevel Of Service: 16.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1179952143331615311972852Total Analysis Volume [veh/h] 3222451184048518213Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1068871940291429271764446Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 33.4050.000.001.808.3012.0016.702.1011.809.105.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 64555122518899171140529Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 103 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 020002000572104913Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 010001000301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 68.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 104 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 16.889.37121.6342.3112.78457.567.976.83162.7213.8595th-Percentile Queue Length [ft] 0.680.374.871.690.5118.300.320.276.510.5595th-Percentile Queue Length [veh] 9.385.2167.5723.517.10312.594.433.8090.407.6950th-Percentile Queue Length [ft] 0.380.212.700.940.2812.500.180.153.620.3150th-Percentile Queue Length [veh] NoNoYesNoNoYesNoNoNoYesCritical Lane Group DDDDABAABBLane Group LOS 37.1044.4444.6440.839.1817.345.788.3110.5112.71d, Delay for Lane Group [s/veh] 0.150.090.710.250.040.820.060.020.370.15X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.560.405.730.760.020.910.040.010.120.19d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.110.110.110.11k, delay calibration 36.5444.0538.9140.079.1616.435.738.2910.3912.52d1, Uniform Delay [s] 1219816217276719645478491968353c, Capacity [veh/h] 11431296153312651384354376514803432524s, saturation flow rate [veh/h] 0.020.010.080.030.020.460.040.010.210.10(v / s)_i Volume / Saturation Flow Rate 0.110.110.110.110.550.550.670.570.570.67g / C, Green / Cycle 9999505060525260g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 105 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 44.64 44.6440.83 44.44 37.1037.109.1812.71 10.51d_M, Delay for Movement [s/veh]17.348.31 5.78 D DD DDDABMovement LOS B BAA 43.61 39.55d_A, Approach Delay [s/veh]16.9610.60 D DApproach LOS B B 16.87d_I, Intersection Delay [s/veh] BIntersection LOS 0.544Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 106 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.703Volume to Capacity (v/c): CLevel Of Service: 31.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 17432922289636124163143348834363479Total Analysis Volume [veh/h] 4382562215931413581228615820Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 16531221182585114150131844931658373Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.871.871.871.871.871.871.871.871.871.871.871.87Growth Rate 6.807.804.402.301.300.002.502.902.501.807.705.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8816711344313618070524016931239Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 107 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 5959145454954544220208Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 303030303030303030303030Maximum Green [s] 555555555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,83,62,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 40.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 130Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 108 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 136.14192.43236.8398.37372.05135.0597.84634.41378.82287.62316.3756.8495th-Percentile Queue Length [ft] 5.457.709.473.9314.885.403.9125.3815.1511.5012.652.2795th-Percentile Queue Length [veh] 75.63107.43139.8654.65243.9775.0354.35458.77249.34178.17200.3231.5850th-Percentile Queue Length [ft] 3.034.305.592.199.763.002.1718.359.977.138.011.2650th-Percentile Queue Length [veh] NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group BDDCDCBCCCCCLane Group LOS 18.5738.3738.8933.5047.8432.6311.7428.7729.6023.1033.3125.00d, Delay for Lane Group [s/veh] 0.230.360.720.180.760.310.170.780.790.440.510.34X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.150.243.210.811.461.950.393.4610.121.781.503.85d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.500.500.500.500.500.500.50k, delay calibration 18.4238.1335.6832.6946.3830.6811.3525.3119.4921.3231.8121.14d1, Uniform Delay [s] 75591530749183640595218276157821243234c, Capacity [veh/h] 15123356103015793571118515763516111615863359469s, saturation flow rate [veh/h] 0.120.100.220.060.180.100.100.410.440.220.190.17(v / s)_i Volume / Saturation Flow Rate 0.500.270.340.310.230.340.600.520.580.490.370.58g / C, Green / Cycle 653544403044796876644876g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 109 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 47.84 33.5032.63 38.89 18.5738.3711.7425.00 33.31d_M, Delay for Movement [s/veh]28.7723.10 29.60 D CC BDDBCMovement LOS C CCC 44.12 33.78d_A, Approach Delay [s/veh]27.6329.37 D CApproach LOS C C 31.94d_I, Intersection Delay [s/veh] CIntersection LOS 0.703Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 110 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.656Volume to Capacity (v/c): CLevel Of Service: 27.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1192338021054216992102020580612111Total Analysis Volume [veh/h] 305820521354223255512015328Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 113221761995141608593818974563102Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 9.803.801.900.000.800.903.302.206.603.804.501.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8115854142367114616701355340273Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 111 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 434384444903580358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 28.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 112 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 80.02190.1451.12143.94477.79120.53417.91424.94129.68241.31248.3767.6195th-Percentile Queue Length [ft] 3.207.612.045.7619.114.8216.7217.005.199.659.932.7095th-Percentile Queue Length [veh] 44.46105.8028.4079.97329.0466.96280.56286.2272.05143.19148.4637.5650th-Percentile Queue Length [ft] 1.784.231.143.2013.162.6811.2211.452.885.735.941.5050th-Percentile Queue Length [veh] NoNoYesNoYesNoYesNoNoNoNoYesCritical Lane Group BCCBDCCCCCCCLane Group LOS 18.9027.0322.1519.2940.9421.2229.7829.4920.1522.4422.3520.55d, Delay for Lane Group [s/veh] 0.200.420.280.310.900.330.730.730.490.470.470.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.740.510.541.169.971.696.336.084.042.192.093.25d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.500.220.500.500.500.500.500.500.50k, delay calibration 18.1626.5221.6218.1330.9719.5323.4523.4116.1120.2620.2517.30d1, Uniform Delay [s] 599553284684600516747769419722752308c, Capacity [veh/h] 147118309931615188512741806185984117461818670s, saturation flow rate [veh/h] 0.080.130.080.130.290.130.300.300.240.190.190.17(v / s)_i Volume / Saturation Flow Rate 0.410.300.400.420.320.400.410.410.500.410.410.50g / C, Green / Cycle 392938403038393947393947g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 113 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.94 19.2921.22 22.15 18.9027.0329.7820.55 22.39d_M, Delay for Movement [s/veh]29.6222.44 20.15 D BC BCCCCMovement LOS C CCC 32.38 23.89d_A, Approach Delay [s/veh]28.1622.14 C CApproach LOS C C 27.36d_I, Intersection Delay [s/veh] CIntersection LOS 0.656Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 114 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.609Volume to Capacity (v/c): DLevel Of Service: 38.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 48143281043361381137731022743051Total Analysis Volume [veh/h] 123672684352819326710813Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 4613827101325134105718952540047Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.301.301.301.301.301.301.301.301.301.301.301.30Growth Rate 14.304.709.502.601.200.002.503.601.400.004.502.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35106217825010381552731930836Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 115 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 025004900351103511Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 0200020003080308Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 116 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 278.85513.26147.31105.87363.1782.44220.84223.3341.1195th-Percentile Queue Length [ft] 11.1520.535.894.2314.533.308.838.931.6495th-Percentile Queue Length [veh] 171.47358.0981.8458.81236.9445.80128.05129.8822.8450th-Percentile Queue Length [ft] 6.8614.323.272.359.481.835.125.200.9150th-Percentile Queue Length [veh] YesYesNoNoYesNoNoNoYesCritical Lane Group EEDCCCCCCLane Group LOS 55.7755.9535.4026.9633.4121.4730.3130.2422.51d, Delay for Lane Group [s/veh] 0.750.920.290.200.610.220.360.360.15X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 8.1213.090.330.772.181.051.601.550.99d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.230.200.110.500.500.500.500.500.50k, delay calibration 47.6642.8635.0726.1931.2320.4228.7128.6921.52d1, Uniform Delay [s] 2894784805731269471630643331c, Capacity [veh/h] 17371802181015763492107617811818842s, saturation flow rate [veh/h] 0.130.240.080.070.220.090.130.130.06(v / s)_i Volume / Saturation Flow Rate 0.170.260.260.360.360.440.350.350.44g / C, Green / Cycle 203232444453424253g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 117 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 55.95 55.9535.40 55.77 55.7755.7726.9622.51 30.27d_M, Delay for Movement [s/veh]33.4130.31 21.47 E ED EEECCMovement LOS C CCC 51.05 55.77d_A, Approach Delay [s/veh]31.4429.50 D EApproach LOS C C 38.27d_I, Intersection Delay [s/veh] DIntersection LOS 0.609Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 118 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.760Volume to Capacity (v/c): DLevel Of Service: 54.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9051515162110820929896415817647589Total Analysis Volume [veh/h] 2212938152775275241394411922Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 8649414559106220028692415116945585Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.411.411.411.411.411.411.411.411.411.411.411.41Growth Rate 0.002.801.000.001.303.503.902.300.900.802.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 613501034275314220365510712032360Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 119 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 73731408122707026595915Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 1515501551515515155Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 84.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 120 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 63.59337.54180.68784.59793.21228.64289.35683.31317.73239.29348.62227.1795th-Percentile Queue Length [ft] 2.5413.507.2331.3831.739.1511.5727.3312.719.5713.949.0995th-Percentile Queue Length [veh] 35.33216.80100.38586.07593.45133.80179.49499.96201.37141.68225.48132.7150th-Percentile Queue Length [ft] 1.418.674.0223.4423.745.357.1820.008.055.679.025.3150th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesNoYesNoYesCritical Lane Group BDFDDFCDFDDFLane Group LOS 11.4741.67101.1450.3550.0993.4121.9554.6990.7738.8952.36118.96d, Delay for Lane Group [s/veh] 0.090.390.710.750.740.710.340.750.690.280.450.74X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.160.8518.206.466.2813.421.044.1815.681.131.3833.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 11.3140.8282.9443.8843.8279.9920.9150.5075.0837.7650.9785.51d1, Uniform Delay [s] 1059132921377779229588112772296231057120c, Capacity [veh/h] 161535193479184118762702155435361793160235221440s, saturation flow rate [veh/h] 0.060.150.040.320.310.080.190.270.090.110.130.06(v / s)_i Volume / Saturation Flow Rate 0.660.380.060.420.420.110.570.360.130.390.300.07g / C, Green / Cycle 11868117676191026523705412g_i, Effective Green Time [s] 3.003.001.003.003.001.003.003.001.001.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 121 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 50.21 50.3593.41 101.14 11.4741.6721.95118.96 52.36d_M, Delay for Movement [s/veh]54.6938.89 90.77 D DF BFDCDMovement LOS F DDF 56.76 49.95d_A, Approach Delay [s/veh]51.8357.16 E DApproach LOS E D 54.00d_I, Intersection Delay [s/veh] DIntersection LOS 0.760Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 122 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.390Volume to Capacity (v/c): BLevel Of Service: 14.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 80315409160296228Total Analysis Volume [veh/h] 2079102407457Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 79312405158293226Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.341.341.341.341.341.34Growth Rate 3.403.003.501.703.602.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 59233302118219169Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 123 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoYesNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 02036162424Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 0303053030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedOverlapPermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 124 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 89.7087.7932.4337.0089.18108.34143.4795th-Percentile Queue Length [ft] 3.593.511.301.483.574.335.7495th-Percentile Queue Length [veh] 49.8348.7718.0220.5549.5460.1979.7050th-Percentile Queue Length [ft] 1.991.950.720.821.982.413.1950th-Percentile Queue Length [veh] YesNoNoNoYesYesNoCritical Lane Group BBAACBCLane Group LOS 15.3714.984.684.4322.9211.6927.31d, Delay for Lane Group [s/veh] 0.350.320.180.190.510.450.77X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.661.400.420.081.310.804.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.110.110.170.11k, delay calibration 13.7113.584.264.3521.6110.8923.16d1, Uniform Delay [s] 5716129721183312652297c, Capacity [veh/h] 1549166015031652160114031590s, saturation flow rate [veh/h] 0.130.120.120.140.100.210.14(v / s)_i Volume / Saturation Flow Rate 0.370.370.650.650.200.470.19g / C, Green / Cycle 22223939122811g_i, Effective Green Time [s] 3.003.003.000.003.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 125 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 4.54 15.13 15.3727.31d_M, Delay for Movement [s/veh]22.9211.69 BA BCMovement LOS CB 15.189.71d_A, Approach Delay [s/veh]18.48 BAApproach LOS B 14.25d_I, Intersection Delay [s/veh] BIntersection LOS 0.390Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 126 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 0.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 000000000000Total Analysis Volume [veh/h] 000000000000Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92001.00000.92000.92000.9200Peak Hour Factor 000000000000Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.001.571.571.57Growth Rate 0.000.000.000.000.000.000.000.002.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000000000Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 127 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 011001100109001090Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 39.0Offset [s] Fixed timeActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 128 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0095th-Percentile Queue Length [veh] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [veh] NoNoNoNoNoNoNoCritical Lane Group AAAAAAALane Group LOS 0.000.000.000.000.000.000.00d, Delay for Lane Group [s/veh] 0.000.000.000.000.000.000.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.000.000.000.000.000.000.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 0.000.000.000.000.000.000.00d1, Uniform Delay [s] 11211214341434143414341124c, Capacity [veh/h] 1710171017101710171017101296s, saturation flow rate [veh/h] 0.000.000.000.000.000.000.00(v / s)_i Volume / Saturation Flow Rate 0.050.050.840.840.840.840.84g / C, Green / Cycle 66104104104104104g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 129 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 0.00 0.000.000.000.00 0.00d_M, Delay for Movement [s/veh]0.000.00 0.00 A AA AAAAAMovement LOS A AA 0.00 0.00d_A, Approach Delay [s/veh]0.000.00 A AApproach LOS A A 0.00d_I, Intersection Delay [s/veh] AIntersection LOS 0.000Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 130 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.495Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3126451629147311151714375017Total Analysis Volume [veh/h] 8711402312828818111874Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2925431498443291092674171116Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 0.000.000.000.000.003.700.001.600.003.801.7010.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18162794532718687422644710Base Volume Input [veh/h] 19th AvenueName volumes 131 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0230023006700670Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 73.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 132 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 89.74294.50200.81201.9530.38117.47119.468.4895th-Percentile Queue Length [ft] 3.5911.788.038.081.224.704.780.3495th-Percentile Queue Length [veh] 49.85183.44113.46114.2916.8865.2666.374.7150th-Percentile Queue Length [ft] 1.997.344.544.570.682.612.650.1950th-Percentile Queue Length [veh] NoYesYesNoNoNoNoNoCritical Lane Group CDAAAAABLane Group LOS 32.4545.387.407.389.246.036.0210.97d, Delay for Lane Group [s/veh] 0.420.790.460.460.150.310.310.05X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.1310.171.181.170.630.630.620.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.310.500.500.500.500.500.50k, delay calibration 31.3335.206.226.218.615.405.4010.63d1, Uniform Delay [s] 2453781284129648712701295309c, Capacity [veh/h] 95716961853187069518331868438s, saturation flow rate [veh/h] 0.110.180.320.320.100.210.210.04(v / s)_i Volume / Saturation Flow Rate 0.200.200.690.690.690.690.690.69g / C, Green / Cycle 1818626262626262g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 133 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 45.38 45.3845.38 32.45 32.4532.457.4010.97 6.02d_M, Delay for Movement [s/veh]7.396.03 9.24 D DD CCCAAMovement LOS B AAA 45.38 32.45d_A, Approach Delay [s/veh]7.496.13 D CApproach LOS A A 12.69d_I, Intersection Delay [s/veh] BIntersection LOS 0.495Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 134 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.639Volume to Capacity (v/c): CLevel Of Service: 30.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8624410235453510954859273143661195Total Analysis Volume [veh/h] 226126891342713215683616549Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 822319733650710351815259136627185Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 5.701.300.000.000.001.503.001.000.600.001.000.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5315063218329673352916888407120Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 135 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.03.03.03.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 3838114040130291302610Split [s] 2.02.02.02.02.02.00.02.02.00.02.02.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 3030303030300303003030Maximum Green [s] 555555055055Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 48Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 38.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 136 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 59.93184.6458.13273.83447.0263.21348.54353.45188.24318.67333.38127.1395th-Percentile Queue Length [ft] 2.407.392.3310.9517.882.5313.9414.147.5312.7513.345.0995th-Percentile Queue Length [veh] 33.29102.5832.29167.66304.0435.12225.43229.28104.58202.10213.5570.6350th-Percentile Queue Length [ft] 1.334.101.296.7112.161.409.029.174.188.088.542.8350th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesYesNoNoCritical Lane Group CCBCDBCCCCCCLane Group LOS 22.8425.0619.6128.7738.7016.8030.8630.7225.0533.3232.9222.91d, Delay for Lane Group [s/veh] 0.180.420.290.690.890.200.690.690.630.690.690.52X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.180.480.461.769.340.435.985.846.746.676.285.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.220.260.500.500.500.500.500.50k, delay calibration 22.6624.5819.1527.0129.3616.3724.8924.8818.3126.6426.6417.75d1, Uniform Delay [s] 475583349509599551652666434566603373c, Capacity [veh/h] 1528187610721615190012761842188197717671881842s, saturation flow rate [veh/h] 0.060.130.100.220.280.090.250.250.280.220.220.23(v / s)_i Volume / Saturation Flow Rate 0.310.310.420.310.310.420.350.350.470.320.320.47g / C, Green / Cycle 282838282838323242292942g_i, Effective Green Time [s] 3.003.000.003.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 137 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.70 28.7716.80 19.61 22.8425.0630.8622.91 33.07d_M, Delay for Movement [s/veh]30.7933.32 25.05 D CB CBCCCMovement LOS C CCC 32.79 23.33d_A, Approach Delay [s/veh]29.4731.12 C CApproach LOS C C 30.11d_I, Intersection Delay [s/veh] CIntersection LOS 0.639Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 138 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.875Volume to Capacity (v/c): ELevel Of Service: 66.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report YesNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00380.00400.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 33722112429882634032312094841Total Analysis Volume [veh/h] 845281722785813023710Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.97000.97001.00001.00000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 31020103427812532229711089939Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.791.001.791.791.791.001.001.791.79Growth Rate 0.000.000.000.000.000.000.005.500.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31020103227451418029711050222Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 139 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 02900290071120590Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 140 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 427.34115.0229.35210.517.92125.22337.581177.7524.6395th-Percentile Queue Length [ft] 17.094.601.178.420.325.0113.5047.110.9995th-Percentile Queue Length [veh] 288.1563.9016.31117.344.4069.57205.74874.0913.6850th-Percentile Queue Length [ft] 11.532.560.654.690.182.788.2334.960.5550th-Percentile Queue Length [veh] YesNoNoNoNoNoYesYesNoCritical Lane Group EDCFAAFFBLane Group LOS 65.8836.4629.72161.135.887.25110.1171.4316.27d, Delay for Lane Group [s/veh] 0.920.310.071.050.020.291.061.070.08X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 28.842.230.32111.220.010.1369.0648.430.06d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.500.500.11k, delay calibration 37.0434.2229.4049.925.877.1241.0523.0016.21d1, Uniform Delay [s] 39136144684106611893041000539c, Capacity [veh/h] 16301398186010391615180173018521058s, saturation flow rate [veh/h] 0.220.080.020.080.020.190.440.580.04(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.240.660.660.660.540.54g / C, Green / Cycle 242424246666665454g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLCLLane Group Lane Group Calculations 141 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 29.72 29.72161.13 36.46 65.8865.885.8816.27 71.43d_M, Delay for Movement [s/veh]7.2571.43 110.11 C CF EDEAEMovement LOS B AEF 125.30 58.88d_A, Approach Delay [s/veh]55.4969.39 F EApproach LOS E E 66.15d_I, Intersection Delay [s/veh] EIntersection LOS 0.875Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-21Ring 1 Sequence 142 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.143Volume to Capacity (v/c): CLevel Of Service: 18.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 17413713121516549Total Analysis Volume [veh/h] 443433544112Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 16713112620615245Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 4.503.304.802.201.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111878413710130Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 143 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.86d_I, Intersection Delay [s/veh] AABApproach LOS 3.690.0014.41d_A, Approach Delay [s/veh] 25.8325.830.000.0040.7240.7295th-Percentile Queue Length [ft] 1.031.030.000.001.631.6395th-Percentile Queue Length [veh] AAAABCMovement LOS 0.008.370.000.0013.0918.84d_M, Delay for Movement [s/veh] 0.000.110.000.000.220.14V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 144 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.512Volume to Capacity (v/c): BLevel Of Service: 18.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2033741115484931503013173152246Total Analysis Volume [veh/h] 58410291212338758183862Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1831038106445861272542662128208Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1220525702955784168174185138Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 145 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100010010100Pedestrian Clearance [s] 050550050550Walk [s] 0.03.00.03.03.00.00.03.00.03.03.00.0Vehicle Extension [s] 041041410034034340Split [s] 0.02.00.02.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.03.03.00.0Amber [s] 030030300030030300Maximum Green [s] 050550050550Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 047883061225Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 75Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 146 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 216.9332.9462.83300.3670.7282.6989.0312.2425.4925.25152.2595th-Percentile Queue Length [ft] 8.681.322.5112.012.833.313.560.491.021.016.0995th-Percentile Queue Length [veh] 125.1818.3034.91187.9539.2945.9449.466.8014.1614.0384.5850th-Percentile Queue Length [ft] 5.010.731.407.521.571.841.980.270.570.563.3850th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoNoYesCritical Lane Group CCBCCAABAABLane Group LOS 21.4633.8418.2024.4330.459.949.8110.328.708.5619.21d, Delay for Lane Group [s/veh] 0.570.240.210.770.370.240.230.040.080.080.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.830.710.201.990.880.620.530.120.190.083.19d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 20.6433.1318.0122.4429.589.319.2810.208.518.4816.02d1, Uniform Delay [s] 62517153763125590410157048631933513c, Capacity [veh/h] 188192616151900104116921900125516153618954s, saturation flow rate [veh/h] 0.190.040.070.250.090.130.120.020.050.040.26(v / s)_i Volume / Saturation Flow Rate 0.330.330.330.330.330.530.530.530.530.530.53g / C, Green / Cycle 2525252525404040404040g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 147 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 24.43 18.2030.45 33.84 21.4621.469.9419.21 8.56d_M, Delay for Movement [s/veh]9.848.70 10.32 C BC CCCAAMovement LOS B AAB 24.20 22.74d_A, Approach Delay [s/veh]9.9014.15 C CApproach LOS B A 18.22d_I, Intersection Delay [s/veh] BIntersection LOS 0.512Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence 148 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.449Volume to Capacity (v/c): BLevel Of Service: 19.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 65321455926367Total Analysis Volume [veh/h] 16801142792Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 62308436924338Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.811.811.811.811.811.81Growth Rate 0.003.500.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 34170241513187Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 149 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 048480042Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 030300030Maximum Green [s] 055005Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 150 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 231.04274.8114.99248.1595th-Percentile Queue Length [ft] 9.2410.990.609.9395th-Percentile Queue Length [veh] 135.57168.408.33148.2950th-Percentile Queue Length [ft] 5.426.740.335.9350th-Percentile Queue Length [veh] NoYesNoYesCritical Lane Group BBBCLane Group LOS 17.4018.1115.9721.91d, Delay for Lane Group [s/veh] 0.450.490.040.49X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 1.741.850.112.33d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.50k, delay calibration 15.6616.2615.8619.58d1, Uniform Delay [s] 852940664744c, Capacity [veh/h] 1783188216151810s, saturation flow rate [veh/h] 0.220.250.020.20(v / s)_i Volume / Saturation Flow Rate 0.480.480.410.41g / C, Green / Cycle 43433737g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCRLLane Group Lane Group Calculations 151 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 18.11 17.40 17.4021.91d_M, Delay for Movement [s/veh]18.1115.97 BB BCMovement LOS BB 17.4018.11d_A, Approach Delay [s/veh]21.52 BBApproach LOS C 18.97d_I, Intersection Delay [s/veh] BIntersection LOS 0.449Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 152 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.857Volume to Capacity (v/c): FLevel Of Service: 89.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 32651675655123384546773725134Total Analysis Volume [veh/h] 8163169164308211417184633Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 31624647628118284506267823123Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 3.853.853.853.853.853.853.853.853.853.853.853.85Growth Rate 0.003.801.800.000.300.000.000.000.003.900.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8162168163307211316176632Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 153 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.00.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010010100010010100Pedestrian Clearance [s] 050550050550Walk [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 046338383700158262619Split [s] 0.02.00.02.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Amber [s] 0303030303003030303030Maximum Green [s] 055555055555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,82,7Auxiliary Signal Groups 047883061225Signal group PermissPermissProtecteOverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 150Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 154 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 386.29372.93480.382426.362.9654.2049.24100.691563.9919.23207.9295th-Percentile Queue Length [ft] 15.4514.9219.2297.050.122.171.974.0362.560.778.3295th-Percentile Queue Length [veh] 255.28244.67331.161714.481.6430.1127.3555.941077.5510.68118.6150th-Percentile Queue Length [ft] 10.219.7913.2568.580.071.201.092.2443.100.434.7450th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesYesNoNoCritical Lane Group BCBFAEEDFEELane Group LOS 10.5427.7617.35159.067.7170.4367.0651.45179.9855.8955.58d, Delay for Lane Group [s/veh] 0.530.700.621.250.020.230.230.171.270.050.37X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.384.122.67122.980.014.220.880.92133.070.182.89d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.120.500.500.500.110.500.110.500.500.500.50k, delay calibration 10.1623.6414.6836.097.6966.2066.1950.5346.9155.7152.69d1, Uniform Delay [s] 12889701064983516126129396582510362c, Capacity [veh/h] 1815139716151894793185519001491155436181576s, saturation flow rate [veh/h] 0.380.480.410.650.010.020.020.040.470.010.09(v / s)_i Volume / Saturation Flow Rate 0.710.740.660.520.740.070.070.190.370.140.19g / C, Green / Cycle 1061119978111101029562129g_i, Effective Green Time [s] 3.000.000.003.000.003.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 155 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 159.06 17.357.71 27.76 10.5410.5470.4355.58 55.89d_M, Delay for Movement [s/veh]68.62179.98 51.45 F BA BCBEEMovement LOS E EFD 109.47 19.10d_A, Approach Delay [s/veh]59.48157.92 F BApproach LOS F E 89.45d_I, Intersection Delay [s/veh] FIntersection LOS 0.857Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 156 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.097Volume to Capacity (v/c): DLevel Of Service: 30.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 531428154016Total Analysis Volume [veh/h] 13311204104Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 509427813715Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.851.851.851.851.851.85Growth Rate 1.100.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27521422208Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 157 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 0.87d_I, Intersection Delay [s/veh] AACApproach LOS 0.070.0021.23d_A, Approach Delay [s/veh] 0.000.370.000.0018.4818.4895th-Percentile Queue Length [ft] 0.000.010.000.000.740.7495th-Percentile Queue Length [veh] AAAACDMovement LOS 0.009.410.000.0017.7329.99d_M, Delay for Movement [s/veh] 0.010.000.000.010.110.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 158 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.778Volume to Capacity (v/c): CLevel Of Service: 32.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 74303083074104741926129197122437Total Analysis Volume [veh/h] 18877818261848232493069Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 6828283286896681772119181112634Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.665.665.665.665.665.665.665.665.665.665.665.66Growth Rate 0.000.000.000.000.005.908.300.300.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12550512171231321321996Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 159 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 03800380074120708Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 030003000303003030Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 160 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 107.54424.61106.97121.96896.49877.1672.91508.09518.7520.9295th-Percentile Queue Length [ft] 4.3016.984.284.8835.8635.092.9220.3220.750.8495th-Percentile Queue Length [veh] 59.75285.9459.4367.76682.30665.6140.51353.84362.6011.6250th-Percentile Queue Length [ft] 2.3911.442.382.7127.2926.621.6214.1514.500.4650th-Percentile Queue Length [veh] NoYesNoNoYesNoNoNoNoYesCritical Lane Group CECDCCBCCCLane Group LOS 33.8570.0233.6741.3534.8133.2619.7621.9621.5226.68d, Delay for Lane Group [s/veh] 0.220.900.210.320.910.900.420.690.680.20X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.2421.750.210.5812.7811.564.283.813.502.36d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.330.110.110.500.500.500.500.500.50k, delay calibration 33.6148.2733.4640.7822.0221.7015.4818.1518.0224.32d1, Uniform Delay [s] 4643414973211097111230410141065187c, Capacity [veh/h] 16881311180812381870189450217741863314s, saturation flow rate [veh/h] 0.060.230.060.080.530.530.260.390.390.12(v / s)_i Volume / Saturation Flow Rate 0.280.280.280.280.590.590.640.570.570.64g / C, Green / Cycle 33333333707077696977g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLCCLLane Group Lane Group Calculations 161 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 33.67 33.6741.35 70.02 33.8533.8534.8126.68 21.70d_M, Delay for Movement [s/veh]34.0121.96 19.76 C CD CECCCMovement LOS C CCB 37.51 60.89d_A, Approach Delay [s/veh]33.1721.86 D EApproach LOS C C 32.18d_I, Intersection Delay [s/veh] CIntersection LOS 0.778Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence 162 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.964Volume to Capacity (v/c): ELevel Of Service: 71.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 78230102307366200109170520883591130Total Analysis Volume [veh/h] 20572677925027426522114832Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7522098294351192103161719779561123Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.641.641.641.641.641.641.641.641.641.641.641.64Growth Rate 2.206.006.701.701.900.900.002.101.602.103.502.70Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4613460179214117639861204834275Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 163 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 5353805712072600208Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 303030030300303003030Maximum Green [s] 555055055055Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 4Auxiliary Signal Groups 447083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 36.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 145Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 164 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 89.69264.28110.551119.51217.191394.841344.84181.24341.90353.30187.7695th-Percentile Queue Length [ft] 3.5910.574.4244.788.6955.7953.797.2513.6814.137.5195th-Percentile Queue Length [veh] 49.83160.4261.42821.06125.381050.401026.34100.69220.21229.17104.3150th-Percentile Queue Length [ft] 1.996.422.4632.845.0242.0241.054.038.819.174.1750th-Percentile Queue Length [veh] NoNoYesYesNoYesNoNoNoNoYesCritical Lane Group CDDFCFFCCCFLane Group LOS 34.2637.6441.32108.7432.1392.9485.1822.1532.6432.5486.03d, Delay for Lane Group [s/veh] 0.150.390.661.090.411.081.050.460.450.450.86X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.130.414.8662.242.6053.9446.181.022.031.9444.24d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.500.500.150.500.500.50k, delay calibration 34.1337.2236.4646.5029.5339.0039.0021.1330.6130.6041.79d1, Uniform Delay [s] 523593154619483842860452728761150c, Capacity [veh/h] 15801792825172612641822186193917581836376s, saturation flow rate [veh/h] 0.050.130.120.390.160.500.490.220.190.190.35(v / s)_i Volume / Saturation Flow Rate 0.330.330.410.360.410.460.460.520.410.410.52g / C, Green / Cycle 4848605260676775606075g_i, Effective Green Time [s] 3.003.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 165 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 108.74 108.7432.13 41.32 34.2637.6492.9486.03 32.58d_M, Delay for Movement [s/veh]88.8132.64 22.15 F FC CDDFCMovement LOS F FCC 91.19 37.91d_A, Approach Delay [s/veh]82.1841.23 F DApproach LOS D F 71.66d_I, Intersection Delay [s/veh] EIntersection LOS 0.964Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 166 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.186Volume to Capacity (v/c): FLevel Of Service: 143.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 2300Pedestrian Volume [ped/h] 77004030020713199226903245Total Analysis Volume [veh/h] 1900101005233023722661Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92001.00001.00000.92001.00001.00000.92000.92000.92000.92000.92000.9200Peak Hour Factor 71003860019612518725856232Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.451.001.001.451.001.001.451.451.451.451.451.45Growth Rate 2.002.002.004.102.002.004.402.906.705.903.705.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4900266001358636017590160Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 167 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 20.17d_I, Intersection Delay [s/veh] BFAAApproach LOS 12.74143.470.625.28d_A, Approach Delay [s/veh] 12.320.000.00421.510.000.000.000.0011.270.000.0091.6495th-Percentile Queue Length [ft] 0.490.000.0016.860.000.000.000.000.450.000.003.6795th-Percentile Queue Length [veh] BFAABAADMovement LOS 12.740.000.00143.470.000.000.000.0010.910.000.0025.30d_M, Delay for Movement [s/veh] 0.140.000.001.190.000.000.000.010.130.000.010.59V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 168 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.589Volume to Capacity (v/c): CLevel Of Service: 27.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 13822158173341383327104233182574101Total Analysis Volume [veh/h] 35551443859682261832014425Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 127203531623203602929312967351390Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.431.431.431.431.431.431.431.431.431.431.431.43Growth Rate 7.908.508.103.504.902.005.402.304.303.905.603.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 89142371132242522046512075135963Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 169 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 202011505041464624353513Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 454525454525909025909025Maximum Green [s] 1515815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,86,82,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 170 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 144.11142.7051.69161.79359.03374.5047.11432.94231.2553.79247.0864.2195th-Percentile Queue Length [ft] 5.765.712.076.4714.3614.981.8817.329.252.159.882.5795th-Percentile Queue Length [veh] 80.0679.2828.7289.88233.68245.9126.17292.66135.7229.88147.5035.6750th-Percentile Queue Length [ft] 3.203.171.153.609.359.841.0511.715.431.205.901.4350th-Percentile Queue Length [veh] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group CDCCDDACBBCBLane Group LOS 33.5550.2528.1726.3141.9336.982.1827.1619.8414.9525.5917.72d, Delay for Lane Group [s/veh] 0.320.530.180.280.710.690.250.650.580.100.400.27X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.421.050.271.171.974.510.462.014.240.250.861.72d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.320.500.500.500.500.500.50k, delay calibration 33.1349.2027.8925.1339.9632.471.7225.1515.6014.7024.7316.00d1, Uniform Delay [s] 437417317608479555130216135728061419379c, Capacity [veh/h] 14973334111715601811152515323536103415543426731s, saturation flow rate [veh/h] 0.090.070.050.110.190.250.210.290.320.050.170.14(v / s)_i Volume / Saturation Flow Rate 0.290.120.350.390.260.350.850.460.560.520.410.56g / C, Green / Cycle 3515424732421025568625068g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 171 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 41.93 26.3136.98 28.17 33.5550.252.1817.72 25.59d_M, Delay for Movement [s/veh]27.1614.95 19.84 D CD CCDACMovement LOS B CBB 36.80 41.65d_A, Approach Delay [s/veh]20.9323.39 D DApproach LOS C C 27.49d_I, Intersection Delay [s/veh] CIntersection LOS 0.589Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 172 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.468Volume to Capacity (v/c): BLevel Of Service: 16.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 4562672881111183022161158105Total Analysis Volume [veh/h] 11411772278585429226Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 452863270104317282015106797Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.861.861.861.861.861.861.861.861.861.861.861.86Growth Rate 0.005.602.902.801.400.006.700.000.003.500.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 22843414556191511857452Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 173 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0700070002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 174 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 132.54132.8264.71377.56391.629.7034.3711.8986.1979.4195th-Percentile Queue Length [ft] 5.305.312.5915.1015.660.391.370.483.453.1895th-Percentile Queue Length [veh] 73.6373.7935.95248.34259.525.3919.096.6147.8844.1250th-Percentile Queue Length [ft] 2.952.951.449.9310.380.220.760.261.921.7650th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoYesCritical Lane Group BBDBBBBCCCLane Group LOS 11.4911.4935.3216.8216.4915.1619.9323.9021.4824.15d, Delay for Lane Group [s/veh] 0.290.290.410.720.710.040.090.040.220.21X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.170.161.681.191.000.040.280.160.870.96d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.120.110.110.500.500.500.50k, delay calibration 11.3211.3233.6315.6315.4915.1219.6523.7420.6123.19d1, Uniform Delay [s] 9689711629411011446602438570499c, Capacity [veh/h] 17951799381174318748581724128816311348s, saturation flow rate [veh/h] 0.160.160.180.390.380.020.030.010.080.08(v / s)_i Volume / Saturation Flow Rate 0.540.540.540.540.540.540.350.350.350.35g / C, Green / Cycle 48484848484832323232g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 175 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 16.60 16.8215.16 35.32 11.4911.4919.9324.15 21.48d_M, Delay for Movement [s/veh]19.9321.48 23.90 B BB BDBBCMovement LOS C BCC 16.63 14.01d_A, Approach Delay [s/veh]20.8622.71 B BApproach LOS C C 16.63d_I, Intersection Delay [s/veh] BIntersection LOS 0.468Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 176 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 3.769Volume to Capacity (v/c): FLevel Of Service: 427.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1711332911772187245177282140312329110Total Analysis Volume [veh/h] 43333234454761447035788227Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1571225841632012225163259129287303101Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.625.625.625.625.625.625.625.625.625.625.625.62Growth Rate 3.607.306.700.001.400.000.000.000.002.001.9011.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28218152935840294623515418Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 177 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0560056003400340Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 178 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 443.80444.70222.244972.653320.36128.281675.69240.321634.1695th-Percentile Queue Length [ft] 17.7517.798.89198.91132.815.1367.039.6165.3795th-Percentile Queue Length [veh] 301.43302.16123.473084.491908.2071.27974.81142.45955.2150th-Percentile Queue Length [ft] 12.0612.094.94123.3876.332.8538.995.7038.2150th-Percentile Queue Length [veh] NoNoNoNoYesNoYesNoNoCritical Lane Group CCFFFCFCFLane Group LOS 20.9120.16187.63421.171003.2023.60951.6927.40763.17d, Delay for Lane Group [s/veh] 0.770.761.141.883.140.343.000.612.59X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.925.35142.63401.67970.840.38916.891.66730.77d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.110.500.150.50k, delay calibration 14.9914.8145.0019.5032.3523.2234.8025.7532.40d1, Uniform Delay [s] 964100380950262520141510170c, Capacity [veh/h] 17021771143167637016152721583372s, saturation flow rate [veh/h] 0.440.430.641.072.220.111.550.201.18(v / s)_i Volume / Saturation Flow Rate 0.570.570.570.570.570.320.320.320.32g / C, Green / Cycle 515151515129292929g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCRCRCLane Group Lane Group Calculations 179 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 574.23 421.171003.20 187.63 20.9120.4823.60763.17 763.17d_M, Delay for Movement [s/veh]951.6927.40 951.69 F FF CFCCFMovement LOS F FCF 604.13 30.07d_A, Approach Delay [s/veh]677.44457.50 F CApproach LOS F F 427.42d_I, Intersection Delay [s/veh] FIntersection LOS 3.769Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------4-2Ring 1 Sequence 180 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.574Volume to Capacity (v/c): BLevel Of Service: 18.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 023318722815151000507192Total Analysis Volume [veh/h] 01180257381280012748Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 023293621014247900476180Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.003.600.002.205.304.400.000.003.2010.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01219441399431700315119Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 181 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 03503535005200608Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 182 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 4.06281.87234.7968.50274.220.00211.8875.1695th-Percentile Queue Length [ft] 0.1611.279.392.7410.970.008.483.0195th-Percentile Queue Length [veh] 2.26173.78138.3538.05167.950.00121.5041.7650th-Percentile Queue Length [ft] 0.096.955.531.526.720.004.861.6750th-Percentile Queue Length [veh] NoYesNoNoYesNoNoYesCritical Lane Group CCDBBAABLane Group LOS 29.3634.2239.5610.0514.520.009.2411.90d, Delay for Lane Group [s/veh] 0.030.670.680.190.540.000.460.40X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.077.333.830.532.200.001.402.49d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.170.500.500.500.500.50k, delay calibration 29.2926.8935.739.5212.320.007.849.40d1, Uniform Delay [s] 1644753447979463851096479c, Capacity [veh/h] 44514031156138016388161657810s, saturation flow rate [veh/h] 0.010.230.200.110.310.000.310.24(v / s)_i Volume / Saturation Flow Rate 0.230.340.230.580.580.580.660.66g / C, Green / Cycle 2232225555556363g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 183 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.56 34.2239.56 29.36 29.3629.3610.0511.90 9.24d_M, Delay for Movement [s/veh]14.529.24 0.00 D CD CCCBAMovement LOS B BAA 36.49 29.36d_A, Approach Delay [s/veh]13.509.97 D CApproach LOS A B 18.88d_I, Intersection Delay [s/veh] BIntersection LOS 0.574Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 184 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.796Volume to Capacity (v/c): CLevel Of Service: 31.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 483452501350473946964859866964Total Analysis Volume [veh/h] 1211163313121011716214916716Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 463432401246433744962157364161Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.781.781.781.781.781.781.781.781.781.781.781.78Growth Rate 0.400.004.400.007.704.209.504.002.300.900.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 26024135726242125234932236034Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 185 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 3535003500893706311Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 69.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 135Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 186 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 433.9555.09377.7115.6861.5761.29142.02145.59404.07669.50302.7826.9295th-Percentile Queue Length [ft] 17.362.2015.110.632.462.455.685.8216.1626.7812.111.0895th-Percentile Queue Length [veh] 293.4830.61248.458.7134.2134.0578.9080.88269.46488.30189.8114.9550th-Percentile Queue Length [ft] 11.741.229.940.351.371.363.163.2410.7819.537.590.6050th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group CDEDDDBBCDCALane Group LOS 27.6241.9372.2841.2142.1746.3110.2310.2126.0145.3226.626.69d, Delay for Lane Group [s/veh] 0.600.110.840.040.130.150.220.220.850.840.420.09X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.340.1116.930.040.140.230.440.4211.1211.820.820.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.320.110.110.110.500.500.500.500.500.50k, delay calibration 24.2741.8255.3541.1642.0246.089.799.7914.8933.5125.806.42d1, Uniform Delay [s] 802422297359392303115011827667081588682c, Capacity [veh/h] 16091900131816151764132717781827111516013589932s, saturation flow rate [veh/h] 0.300.020.190.010.030.040.140.140.580.370.190.07(v / s)_i Volume / Saturation Flow Rate 0.500.220.220.220.220.220.650.650.700.440.440.70g / C, Green / Cycle 673030303030878795606095g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 187 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.17 41.2146.31 72.28 27.6241.9310.236.69 26.62d_M, Delay for Movement [s/veh]10.2245.32 26.01 D DD CEDBCMovement LOS A BDC 43.83 42.80d_A, Approach Delay [s/veh]19.0734.07 D DApproach LOS C B 31.26d_I, Intersection Delay [s/veh] CIntersection LOS 0.796Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 188 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.698Volume to Capacity (v/c): CLevel Of Service: 28.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1834881091133411028714196129398470Total Analysis Volume [veh/h] 461222728852622352432100117Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 172458102106320968213290121374441Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.131.131.131.131.131.131.131.131.131.131.131.13Growth Rate 1.301.203.301.100.701.200.003.403.800.902.101.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1524059094283857311780107331390Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 189 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010001001010010100Pedestrian Clearance [s] 050050550550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 0541904382020820208Split [s] 0.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,48Auxiliary Signal Groups 061025447883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 190 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 538.2053.3968.10223.1751.1663.49141.6962.7997.51322.75344.8495th-Percentile Queue Length [ft] 21.532.142.728.932.052.545.672.513.9012.9113.7995th-Percentile Queue Length [veh] 378.6429.6637.83129.7628.4235.2778.7134.8954.17205.27222.5250th-Percentile Queue Length [ft] 15.151.191.515.191.141.413.151.402.178.218.9050th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group DBBCBCDCCCCLane Group LOS 36.7313.7417.8720.5619.9924.6838.4920.3824.1433.0028.80d, Delay for Lane Group [s/veh] 0.930.210.180.460.360.190.460.250.260.680.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 11.020.210.130.440.780.204.781.621.226.186.62d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.220.120.110.110.110.110.500.500.500.500.50k, delay calibration 25.7113.5317.7420.1219.2124.4833.7118.7622.9326.8122.19d1, Uniform Delay [s] 720531631745282456309377505587655c, Capacity [veh/h] 1791112715971887900161518381090160118611531s, saturation flow rate [veh/h] 0.370.100.070.180.110.050.080.090.080.210.31(v / s)_i Volume / Saturation Flow Rate 0.400.490.390.390.490.280.170.400.320.320.40g / C, Green / Cycle 3644363644251536282836g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 191 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.56 17.8719.99 13.74 36.7336.7324.6828.80 33.00d_M, Delay for Movement [s/veh]38.4924.14 20.38 C BB DBDCCMovement LOS C DCC 19.91 33.52d_A, Approach Delay [s/veh]29.4129.87 B CApproach LOS C C 28.80d_I, Intersection Delay [s/veh] CIntersection LOS 0.698Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 192 4/1/2016 LEVEL OF SERVICE Site: 11th Avenue/College Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS A B B B B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: 11th Avenue/College Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 91 0.0 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 23.2 8 T1 116 1.3 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 23.0 18 R2 39 0.0 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 22.6 Approach 245 0.6 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 23.0 East: College Street 1 L2 71 0.0 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.8 6 T1 282 0.5 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.6 16 R2 190 0.0 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.2 Approach 544 0.3 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.5 North: 11th Avenue 7 L2 110 0.0 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 22.1 4 T1 242 0.6 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 21.9 14 R2 193 0.0 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 21.5 Approach 545 0.3 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 21.8 West: College Street 5 L2 82 0.0 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 22.3 2 T1 327 1.8 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 22.1 12 R2 123 1.2 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 21.7 Approach 532 1.4 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 22.0 All Vehicles 1865 0.6 0.601 11.1 LOS B 3.7 92.8 0.58 0.60 22.2 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Harper Puckett Road/Baxter Lane - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS A B A C B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Thursday, March 31, 2016 10:05:25 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Harper Puckett Road/Baxter Lane - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Cottonwood Road 3 L2 191 0.0 0.320 8.8 LOS A 1.2 29.1 0.57 0.58 31.5 8 T1 41 0.0 0.320 8.8 LOS A 1.2 29.1 0.57 0.58 31.3 18 R2 270 0.0 0.370 9.7 LOS A 1.5 36.3 0.59 0.61 31.8 Approach 502 0.0 0.370 9.3 LOS A 1.5 36.3 0.58 0.60 31.6 East: Baxter Lane 1 L2 185 0.0 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 31.2 6 T1 398 3.7 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 31.0 16 R2 52 7.1 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 30.1 Approach 634 2.9 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 31.0 North: Harper Puckett Road 7 L2 219 5.3 0.331 9.8 LOS A 1.1 29.8 0.58 0.60 30.6 4 T1 114 0.0 0.263 8.3 LOS A 0.9 22.4 0.56 0.56 33.6 14 R2 69 0.0 0.263 8.3 LOS A 0.9 22.4 0.56 0.56 32.5 Approach 402 2.9 0.331 9.1 LOS A 1.1 29.8 0.57 0.58 31.7 West: Baxter Lane 5 L2 48 0.0 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 27.7 2 T1 446 1.7 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 27.6 12 R2 203 0.0 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 26.9 Approach 697 1.1 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 27.4 All Vehicles 2235 1.7 0.803 14.3 LOS B 7.1 179.3 0.65 0.68 30.0 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Thursday, March 31, 2016 10:05:25 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Flanders Mill Road/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS B A C B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:15 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Flanders Mill Road/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Durston Road 6 T1 600 2.3 0.605 11.1 LOS B 3.7 93.9 0.46 0.32 22.5 16 R2 71 0.0 0.605 11.1 LOS B 3.7 93.9 0.46 0.32 22.1 Approach 671 2.1 0.605 11.1 LOS B 3.7 93.9 0.46 0.32 22.5 North: Flanders Mill Road 7 L2 117 1.5 0.386 9.6 LOS A 1.5 38.6 0.56 0.59 22.6 14 R2 178 6.1 0.386 9.6 LOS A 1.5 38.6 0.56 0.59 22.0 Approach 295 4.3 0.386 9.6 LOS A 1.5 38.6 0.56 0.59 22.2 West: Durston Road 5 L2 163 1.1 0.790 17.6 LOS C 8.1 205.3 0.62 0.40 21.2 2 T1 747 1.9 0.790 17.6 LOS C 8.1 205.3 0.62 0.40 21.0 Approach 910 1.8 0.790 17.6 LOS C 8.1 205.3 0.62 0.40 21.0 All Vehicles 1876 2.3 0.790 14.0 LOS B 8.1 205.3 0.55 0.40 21.7 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:15 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Ferguson Avenue/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS B C C F E Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:50 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Ferguson Avenue/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Ferguson Avenue 3 L2 133 0.0 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 27.4 8 T1 223 0.9 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 27.4 18 R2 104 0.0 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 26.9 Approach 459 0.4 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 27.3 East: Durston Road 1 L2 145 0.0 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 26.1 6 T1 387 1.0 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 26.1 16 R2 8 0.0 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 25.6 Approach 539 0.7 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 26.0 North: Ferguson Avenue 7 L2 4 0.0 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 25.3 4 T1 338 3.6 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 25.2 14 R2 218 1.8 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 24.8 Approach 560 2.9 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 25.1 West: Durston Road 5 L2 301 3.2 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.5 2 T1 369 0.0 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.6 12 R2 260 1.5 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.4 Approach 930 1.5 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.5 All Vehicles 2488 1.4 1.081 39.9 LOS E 39.9 1007.9 0.84 1.46 20.8 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:50 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Davis Lane / Oak Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS B E F F Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:30 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Davis Lane / Oak Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Oak Street 6 T1 827 5.8 0.843 23.9 LOS C 9.8 257.2 0.81 0.84 25.4 16 R2 587 5.7 0.370 0.1 LOS A 0.0 0.0 0.00 0.00 33.7 Approach 1414 5.8 0.843 14.0 LOS B 9.8 257.2 0.48 0.49 28.3 North: Davis Lane 7 L2 721 1.3 1.123 98.1 LOS F 36.3 917.7 1.00 2.86 13.7 14 R2 750 4.5 0.468 0.1 LOS A 0.0 0.0 0.00 0.00 33.6 Approach 1472 2.9 1.123 48.1 LOS E 36.3 917.7 0.49 1.40 19.5 West: Oak Street 5 L2 654 6.6 2.537 709.5 LOS F 376.9 9707.7 1.00 9.87 3.0 2 T1 1241 2.3 2.537 709.5 LOS F 376.9 9707.7 1.00 9.87 3.0 Approach 1895 3.8 2.537 709.5 LOS F 376.9 9707.7 1.00 9.87 3.0 All Vehicles 4780 4.1 2.537 300.2 LOS F 376.9 9707.7 0.69 4.49 6.2 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:30 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 4/1/2016Report File: F:\...\Projected PM.pdf Scenario 4: Projected - PMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP F117.20.890NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 B17.50.759SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B13.60.439EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B18.30.520WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 C20.60.668EB LeftHCM 2010Signalized13 - Rouse Avenue / Peach Street13 E41.80.530NB LeftHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 D34.10.082NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B15.10.463EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 F67.50.662SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 F80.01.080SB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 D28.60.202WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 C27.80.777NB LeftHCM 2010Signalized06 - 19th Avenue / Stucky Road6 F118.01.070EB RightHCM 2010Signalized05 - 19th Avenue / Garfield Street5 D43.50.923EB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 C27.70.763SB LeftHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 F83.60.761NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F10,000.00.798EB ThruHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with D52.70.758EB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 D54.00.831NB LeftHCM 2010Signalized38 - 19th Avenue / Durston Road40 F82.81.011SB LeftHCM 2010Signalized37 - 19th Avenue / Oak Street39 C31.70.721EB LeftHCM 2010Signalized36 - 19th Avenue / Tschache Way38 E69.40.876NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 F228.91.353SEB RightHCM 2010Signalized34 - 19th Avenue / I-90 EB Ramp36 C22.20.070SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 F500.31.908SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 C20.40.302NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 B10.70.561SB RightHCM 2010Signalized30 - 7th Avenue / Kagy Boulevard32 F123.0EB ThruHCM 2010All-way stop29 - 7th Avenue / Grant Street31 F99.1EB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 F239.01.338SB LeftHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 F103.2NB ThruHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 F234.6NB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 A9.1EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F1,392.00.833NB LeftHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F10,000.01.630SEB ThruHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 F2,083.45.168EB LeftHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 F105.40.000WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F3,131.60.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C30.30.564EB LeftHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 D42.50.915NB RightHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B16.90.649EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 F321.365.597WB LeftHCM 2010Signalized59 - 27th Avenue / Oak Street62 C22.50.698EB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 D39.70.851EB LeftHCM 2010Signalized57 - 7th Avenue / Oak Street60 F206.31.350EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 E69.90.999SB LeftHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 D52.70.960EB LeftHCM 2010Signalized54 - Cottonwood Road / Babcock Street56 E43.70.071NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 E70.20.730NB RightHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B13.70.539SB LeftHCM 2010Signalized49 - Laurel Parkway / Durston Road51 B14.20.399EB LeftHCM 2010Signalized48 - Davis Lane / Baxter Lane50 D31.60.417NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 C22.70.708WB LeftHCM 2010Signalized45 - 19th Avenue / Graf Street47 D37.80.768WB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 B16.30.627WB ThruHCM 2010Signalized43 - 19th Avenue / Koch Street45 D35.50.542NB LeftHCM 2010Signalized42 - 19th Avenue / Babcock Street44 B19.70.608SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 E63.20.879SB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. 4 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.798Volume to Capacity (v/c): FLevel Of Service: 10,000.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 4030Pedestrian Volume [ped/h] 108133686290517479536156390Total Analysis Volume [veh/h] 273317152214120131514122Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 99122635986516459515854086Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.351.351.351.351.351.351.351.351.351.351.351.35Growth Rate 0.000.000.000.000.000.000.000.600.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7390474464412340384340064Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 978.31d_I, Intersection Delay [s/veh] FFAAApproach LOS 389.1510000.000.871.09d_A, Approach Delay [s/veh] 357.36357.36201.11556.72556.72556.7293.3993.3993.39131.77131.77131.7795th-Percentile Queue Length [ft] 14.2914.298.0422.2722.2722.273.743.743.745.275.275.2795th-Percentile Queue Length [veh] FFFFFFAAAAAAMovement LOS 230.95254.73903.3410000.010000.010000.00.000.008.970.000.008.64d_M, Delay for Movement [s/veh] 0.221.142.340.110.800.000.000.000.060.000.010.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.761Volume to Capacity (v/c): FLevel Of Service: 83.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 35214697210193209Total Analysis Volume [veh/h] 883724524852Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 33714093201178192Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.181.181.181.181.181.18Growth Rate 0.000.800.000.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28611979170151163Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 27.49d_I, Intersection Delay [s/veh] AAFApproach LOS 2.410.0079.55d_A, Approach Delay [s/veh] 0.009.800.000.00311.37311.3795th-Percentile Queue Length [ft] 0.000.390.000.0012.4512.4595th-Percentile Queue Length [veh] AAAAFFMovement LOS 0.008.230.000.0075.1183.64d_M, Delay for Movement [s/veh] 0.000.120.000.000.250.76V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.763Volume to Capacity (v/c): CLevel Of Service: 27.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 002Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 51916851506249347406Total Analysis Volume [veh/h] 1304213766287101Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 49215981428236333389Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 0.001.801.001.902.800.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3281065952157222259Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.03.01.00.03.0l2, Clearance Lost Time [s] 0.02.02.02.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.00.03.0Vehicle Extension [s] 0486214053Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.03.00.03.0Amber [s] 0909030060Maximum Green [s] 03030805Minimum Green [s] ---Lead-LeadLead / Lag Auxiliary Signal Groups 048301Signal group PermissivePermissivePermissiveProtectedPermissiPermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 115Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 379.67717.92403.63165.46380.88437.2495th-Percentile Queue Length [ft] 15.1928.7216.156.6215.2417.4995th-Percentile Queue Length [veh] 250.01529.27269.1191.92250.97296.1350th-Percentile Queue Length [ft] 10.0021.1710.763.6810.0411.8550th-Percentile Queue Length [veh] NoYesNoYesNoYesCritical Lane Group CCBDDDLane Group LOS 21.8331.0012.7346.2747.4948.14d, Delay for Lane Group [s/veh] 0.610.890.640.760.880.89X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.186.951.3215.066.226.64d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.11k, delay calibration 18.6524.0511.4231.2241.2741.50d1, Uniform Delay [s] 85618872367329396455c, Capacity [veh/h] 16123554358254415711802s, saturation flow rate [veh/h] 0.320.470.420.460.220.23(v / s)_i Volume / Saturation Flow Rate 0.530.530.660.660.250.25g / C, Green / Cycle 616176762929g_i, Effective Green Time [s] 3.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 12.73 31.00 21.8348.14d_M, Delay for Movement [s/veh]46.2747.49 CB CDMovement LOS DD 28.8417.49d_A, Approach Delay [s/veh]47.84 CBApproach LOS D 27.65d_I, Intersection Delay [s/veh] CIntersection LOS 0.763Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8--Ring 2 -------------431Ring 1 Sequence 12 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.923Volume to Capacity (v/c): DLevel Of Service: 43.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 24712153846513351804624115054476478Total Analysis Volume [veh/h] 6230491163344511603814119120Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 23411523644112661714222213850438440Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.501.501.501.501.501.501.501.501.501.501.501.50Growth Rate 0.601.804.500.001.600.600.000.001.103.000.300.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15676824294844114281489233292293Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0650065004500450Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0600060001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 110Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 505.08515.4938.96293.58438.01414.48119.90124.18239.6644.03429.73911.2195th-Percentile Queue Length [ft] 20.2020.621.5611.7417.5216.584.804.979.591.7617.1936.4595th-Percentile Queue Length [veh] 351.37359.9221.64182.73296.75240.9566.6168.99141.9624.46290.07602.8950th-Percentile Queue Length [ft] 14.0514.400.877.3111.879.642.662.765.680.9811.6024.1250th-Percentile Queue Length [veh] NoNoNoNoNoYesNoNoNoNoNoYesCritical Lane Group CCCBBFCCECDFLane Group LOS 22.0821.4434.3616.4618.62182.2624.9224.8378.5723.4035.36165.11d, Delay for Lane Group [s/veh] 0.750.730.230.530.691.210.220.210.800.090.691.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.932.510.680.500.44134.220.750.7029.430.335.62123.49d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.270.260.110.110.110.390.500.500.500.500.500.50k, delay calibration 19.1618.9433.6815.9618.1848.0424.1724.1349.1423.0729.7541.61d1, Uniform Delay [s] 96010181678811942148653691187570689389c, Capacity [veh/h] 175918663981615356136617961900923156818941106s, saturation flow rate [veh/h] 0.410.400.100.290.370.490.080.080.160.030.250.43(v / s)_i Volume / Saturation Flow Rate 0.550.550.550.550.550.550.360.360.360.360.360.36g / C, Green / Cycle 606060606060404040404040g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 18.62 16.46182.26 34.36 22.0821.6924.92165.11 35.36d_M, Delay for Movement [s/veh]24.8723.40 78.57 B BF CCCCDMovement LOS F CCE 32.99 22.08d_A, Approach Delay [s/veh]43.3196.25 C CApproach LOS F D 43.53d_I, Intersection Delay [s/veh] DIntersection LOS 0.923Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.070Volume to Capacity (v/c): FLevel Of Service: 118.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1233Bicycle Volume [bicycles/h] 4110Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1163720641406088120096271459825Total Analysis Volume [veh/h] 2995160101522300247365206Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1073418590375584115092261398791Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.621.621.621.621.621.621.621.621.621.621.621.62Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6621113642334527105716863488Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0530535300474405350Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0300303000903009030Maximum Green [s] 0100101000301003010Minimum Green [s] --------Lead--LeadLead / Lag 8Auxiliary Signal Groups 040880061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 18 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 193.6824.531367.8047.1482.931321.701328.3865.35742.88738.841382.8695th-Percentile Queue Length [ft] 7.750.9854.711.893.3252.8753.142.6129.7229.5555.3195th-Percentile Queue Length [veh] 108.3313.63940.8026.1946.07920.72930.0336.30550.49547.05921.7050th-Percentile Queue Length [ft] 4.330.5537.631.051.8436.8337.201.4522.0221.8836.8750th-Percentile Queue Length [veh] NoNoYesNoNoYesNoNoNoNoYesCritical Lane Group DDFDDFFCCCFLane Group LOS 38.5038.18181.9735.4746.02174.78170.1623.3332.8132.50174.05d, Delay for Lane Group [s/veh] 0.290.041.260.070.171.231.220.340.750.741.26X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.300.04130.970.050.24120.78116.161.405.134.96127.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.220.500.500.50k, delay calibration 38.2138.1451.0035.4345.7954.0054.0021.9327.6827.5546.78d1, Uniform Delay [s] 5304545106083465175322869941001657c, Capacity [veh/h] 1658138915931900125418471900533188619001152s, saturation flow rate [veh/h] 0.090.010.400.020.050.350.340.180.390.390.72(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.320.320.280.280.610.530.530.61g / C, Green / Cycle 4848484848424292797992g_i, Effective Green Time [s] 3.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 35.47 181.9746.02 38.18 38.5038.50174.78174.05 32.65d_M, Delay for Movement [s/veh]172.2732.81 23.33 D FD DDDFCMovement LOS F FCC 163.05 38.47d_A, Approach Delay [s/veh]162.1083.13 F DApproach LOS F F 118.02d_I, Intersection Delay [s/veh] FIntersection LOS 1.070Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.777Volume to Capacity (v/c): CLevel Of Service: 27.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 6662457780944949Total Analysis Volume [veh/h] 1615614420211212Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 6359855377543047Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.791.791.791.791.791.79Growth Rate 5.700.900.600.701.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3533430943324026Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.04.00.04.04.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 065025250Split [s] 0.02.00.02.02.00.0All red [s] 0.04.00.04.04.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 40.07481.01385.72590.61260.1161.1695th-Percentile Queue Length [ft] 1.6019.2415.4323.6210.402.4595th-Percentile Queue Length [veh] 22.26331.67254.82422.13157.2733.9850th-Percentile Queue Length [ft] 0.8913.2710.1916.896.291.3650th-Percentile Queue Length [veh] NoYesNoYesNoNoCritical Lane Group BCCCBDLane Group LOS 18.3432.6824.3131.9117.2649.53d, Delay for Lane Group [s/veh] 0.110.920.730.880.490.37X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.095.896.0211.391.858.00d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 18.2626.7918.2920.5215.4041.53d1, Uniform Delay [s] 576676786924919131c, Capacity [veh/h] 15281793160518871877685s, saturation flow rate [veh/h] 0.040.350.360.430.240.07(v / s)_i Volume / Saturation Flow Rate 0.380.380.490.490.490.49g / C, Green / Cycle 343444444444g_i, Effective Green Time [s] 4.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 24.31 32.68 18.3449.53d_M, Delay for Movement [s/veh]31.9117.26 CC BDMovement LOS CB 31.3128.75d_A, Approach Delay [s/veh]20.43 CCApproach LOS C 27.82d_I, Intersection Delay [s/veh] CIntersection LOS 0.777Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.202Volume to Capacity (v/c): DLevel Of Service: 28.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 1463842723346198Total Analysis Volume [veh/h] 3610107581150Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1343540922344190Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.411.411.411.411.411.41Growth Rate 0.004.001.701.300.001.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 952529015831135Base Volume Input [veh/h] Name volumes 25 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.63d_I, Intersection Delay [s/veh] CAAApproach LOS 16.882.930.00d_A, Approach Delay [s/veh] 43.7843.780.0015.910.000.0095th-Percentile Queue Length [ft] 1.751.750.000.640.000.0095th-Percentile Queue Length [veh] BDAAAAMovement LOS 13.8328.590.008.290.000.00d_M, Delay for Movement [s/veh] 0.180.200.000.180.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.080Volume to Capacity (v/c): FLevel Of Service: 80.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 2033Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 221771647117944811432957233Total Analysis Volume [veh/h] 5521791232211228821438Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 212768643106942910931554832Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 2.100.002.103.400.000.000.001.709.606.101.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1445467297462927421437322Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0450045003500350Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1368.6825.39302.61262.48228.75602.9995th-Percentile Queue Length [ft] 54.751.0212.1010.509.1524.1295th-Percentile Queue Length [veh] 941.8314.11189.68145.82133.87432.4650th-Percentile Queue Length [ft] 37.670.567.595.835.3517.3050th-Percentile Queue Length [veh] YesNoNoNoNoYesCritical Lane Group FBCFCELane Group LOS 129.5410.4325.46187.5724.6261.26d, Delay for Lane Group [s/veh] 1.210.070.651.180.591.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 107.330.034.75147.604.5535.47d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.500.500.50k, delay calibration 22.2110.4020.7139.9820.0725.79d1, Uniform Delay [s] 77993569897557608c, Capacity [veh/h] 13991770186177914851494s, saturation flow rate [veh/h] 0.670.040.250.150.220.41(v / s)_i Volume / Saturation Flow Rate 0.500.500.380.380.380.38g / C, Green / Cycle 404030303030g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 10.43 10.4310.43 129.54 129.54129.5425.4661.26 61.26d_M, Delay for Movement [s/veh]25.4624.62 187.57 B BB FFFCEMovement LOS E CCF 10.43 129.54d_A, Approach Delay [s/veh]57.8348.36 B FApproach LOS D E 80.01d_I, Intersection Delay [s/veh] FIntersection LOS 1.080Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.662Volume to Capacity (v/c): FLevel Of Service: 67.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 966534309319698Total Analysis Volume [veh/h] 24163107234925Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 926264128918894Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.711.711.711.711.711.71Growth Rate 1.901.103.807.700.901.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 543662415211055Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 7.25d_I, Intersection Delay [s/veh] AAEApproach LOS 0.001.7535.53d_A, Approach Delay [s/veh] 0.000.00112.81112.8156.0092.4195th-Percentile Queue Length [ft] 0.000.004.514.512.243.7095th-Percentile Queue Length [veh] AAAACFMovement LOS 0.000.000.009.8519.5567.47d_M, Delay for Movement [s/veh] 0.000.010.000.110.440.66V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.463Volume to Capacity (v/c): BLevel Of Service: 15.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0102Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2151426135221537027031815179Total Analysis Volume [veh/h] 144658814936880445Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2141325033721435525930514172Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 0.000.0012.502.501.900.0011.101.301.806.3011.101.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 198157212192231631929108Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 039003500511651390Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 060006000602560600Maximum Green [s] 030003000301030300Minimum Green [s] --------Lead---Lead / Lag 6,8Auxiliary Signal Groups 020040083860Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 20.03182.10235.851.52192.26134.501.48161.5395th-Percentile Queue Length [ft] 0.807.289.430.067.695.380.066.4695th-Percentile Queue Length [veh] 11.13101.17139.130.84107.3174.720.8289.7450th-Percentile Queue Length [ft] 0.454.055.570.034.292.990.033.5950th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CCCCBBACLane Group LOS 21.7220.6721.3024.2512.2713.840.2626.82d, Delay for Lane Group [s/veh] 0.090.410.460.010.370.430.220.46X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.121.891.990.031.032.080.080.78d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.500.120.11k, delay calibration 21.6018.7819.3124.2211.2411.760.1826.04d1, Uniform Delay [s] 33564476435110346351435422c, Capacity [veh/h] 8281572186510141863119315191034s, saturation flow rate [veh/h] 0.040.170.190.000.210.230.210.19(v / s)_i Volume / Saturation Flow Rate 0.330.410.410.410.560.560.940.33g / C, Green / Cycle 3037373750508530g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.000.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.30 20.6724.25 21.72 21.7221.7212.2726.82 26.82d_M, Delay for Movement [s/veh]12.270.26 13.84 C CC CCCBCMovement LOS C BAB 21.04 21.72d_A, Approach Delay [s/veh]12.9210.32 C CApproach LOS B B 15.09d_I, Intersection Delay [s/veh] BIntersection LOS 0.463Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.082Volume to Capacity (v/c): DLevel Of Service: 34.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0600Pedestrian Volume [ped/h] 62612917268147112348715313Total Analysis Volume [veh/h] 265746737289218133Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 62502816257141107338685112Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 0.002.500.000.000.600.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41611810166916921544338Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 6.85d_I, Intersection Delay [s/veh] AACCApproach LOS 0.772.7616.7321.77d_A, Approach Delay [s/veh] 22.2022.2022.200.000.009.4736.4236.4236.4245.2145.2145.2195th-Percentile Queue Length [ft] 0.890.890.890.000.000.381.461.461.461.811.811.8195th-Percentile Queue Length [veh] AAAAAABCDCDDMovement LOS 0.000.007.860.000.008.1013.5823.7830.9516.1726.2534.08d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.110.150.140.050.090.220.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.530Volume to Capacity (v/c): ELevel Of Service: 41.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 3434Pedestrian Volume [ped/h] 3347229832637804043154Total Analysis Volume [veh/h] 187525811220101139Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3333219431236703841148Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.001.700.006.000.900.000.000.000.000.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2238156722324502729106Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 9.51d_I, Intersection Delay [s/veh] AABEApproach LOS 0.490.0614.2340.39d_A, Approach Delay [s/veh] 35.8935.8935.8940.0740.0740.072.882.882.88134.17134.17134.1795th-Percentile Queue Length [ft] 1.441.441.441.601.601.600.120.120.125.375.375.3795th-Percentile Queue Length [veh] AAAAAABCCDEEMovement LOS 0.000.008.230.000.007.9710.5717.4420.1934.7840.7241.76d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.010.030.000.060.140.53V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.668Volume to Capacity (v/c): CLevel Of Service: 20.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1988951218357115681931555190Total Analysis Volume [veh/h] 502213021142917023413822Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1908551168055110653891452886Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.571.571.571.57Growth Rate 0.800.000.000.002.000.001.400.500.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1215437451357041657933655Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0280028006200620Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 42 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 256.594.47172.4159.61413.0060.33246.4583.3895th-Percentile Queue Length [ft] 10.260.186.902.3816.522.419.863.3495th-Percentile Queue Length [veh] 154.632.4895.7833.12276.6233.52147.0246.3250th-Percentile Queue Length [ft] 6.190.103.831.3211.061.345.881.8550th-Percentile Queue Length [veh] YesNoNoNoYesNoNoNoCritical Lane Group DDCDBBBCLane Group LOS 36.5935.4830.0544.3716.6017.7210.8730.84d, Delay for Lane Group [s/veh] 0.740.020.530.410.760.220.530.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.750.051.131.995.061.251.853.76d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.230.110.110.110.500.500.500.50k, delay calibration 30.8435.4328.9242.3811.5416.469.0227.08d1, Uniform Delay [s] 38720438613810534141074256c, Capacity [veh/h] 15241077151899916597731692624s, saturation flow rate [veh/h] 0.190.000.130.060.480.120.330.14(v / s)_i Volume / Saturation Flow Rate 0.250.250.250.250.630.630.630.63g / C, Green / Cycle 2323232357575757g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 43 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 30.05 30.0544.37 35.48 36.5936.5916.6030.84 10.87d_M, Delay for Movement [s/veh]16.6010.87 17.72 C CD DDDBBMovement LOS C BBB 33.18 36.57d_A, Approach Delay [s/veh]16.7113.61 C DApproach LOS B B 20.56d_I, Intersection Delay [s/veh] CIntersection LOS 0.668Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 44 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.520Volume to Capacity (v/c): BLevel Of Service: 18.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 2032620Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 955801830006118700182104Total Analysis Volume [veh/h] 24145460001547004526Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor 915561750005817900174100Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.281.281.281.001.001.001.281.281.001.001.281.28Growth Rate 0.001.200.002.002.002.002.200.702.002.002.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 71434137000451400013678Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 45 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 040000002000200Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 46 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 224.62243.4079.42121.5695th-Percentile Queue Length [ft] 8.989.743.184.8695th-Percentile Queue Length [veh] 130.83144.7544.1267.5350th-Percentile Queue Length [ft] 5.235.791.762.7050th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group CCABLane Group LOS 23.0822.569.4912.33d, Delay for Lane Group [s/veh] 0.850.840.300.42X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 4.213.710.941.94d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 18.8718.858.5510.39d1, Uniform Delay [s] 478538824675c, Capacity [veh/h] 1473165616191167s, saturation flow rate [veh/h] 0.270.270.150.25(v / s)_i Volume / Saturation Flow Rate 0.320.320.510.51g / C, Green / Cycle 19193131g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 47 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 22.56 23.0822.839.4912.33 12.33d_M, Delay for Movement [s/veh]9.490.00 0.00 CCCABMovement LOS B A 0.00 22.80d_A, Approach Delay [s/veh]9.4912.33 A CApproach LOS B A 18.28d_I, Intersection Delay [s/veh] BIntersection LOS 0.520Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 48 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.439Volume to Capacity (v/c): BLevel Of Service: 13.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1116191Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000122429410424612333500Total Analysis Volume [veh/h] 000311071001061558870Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.92000.92000.92001.00000.92000.92000.92000.92001.0000Peak Hour Factor 000117411390406582233350Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.181.181.181.001.181.181.181.181.00Growth Rate 2.002.002.000.000.300.002.000.302.001.102.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00099348330344491892840Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 49 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 50 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 159.98183.15120.5622.8459.9594.0295th-Percentile Queue Length [ft] 6.407.334.820.912.403.7695th-Percentile Queue Length [veh] 88.88101.7566.9812.6933.3152.2350th-Percentile Queue Length [ft] 3.564.072.680.511.332.0950th-Percentile Queue Length [veh] YesNoYesNoNoNoCritical Lane Group CCABAALane Group LOS 23.8123.188.3911.237.167.73d, Delay for Lane Group [s/veh] 0.750.740.430.120.280.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.152.571.360.480.851.04d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 20.6720.617.0410.756.326.68d1, Uniform Delay [s] 364429989509829971c, Capacity [veh/h] 14371694170592314301673s, saturation flow rate [veh/h] 0.190.190.250.070.160.21(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 51 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 23.40 23.8123.18 0.00 0.000.000.000.00 7.73d_M, Delay for Movement [s/veh]8.397.16 11.23 C CCAMovement LOS AAB 23.47 0.00d_A, Approach Delay [s/veh]8.757.50 C AApproach LOS A A 13.56d_I, Intersection Delay [s/veh] BIntersection LOS 0.439Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 52 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.759Volume to Capacity (v/c): BLevel Of Service: 17.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 0512Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 2251097111211850225Total Analysis Volume [veh/h] 56274278301356Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2131040105511248216Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.541.541.541.541.541.54Growth Rate 1.401.901.301.400.002.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1386756857331140Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 53 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 054540021Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 015150015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 75Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 54 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 232.30221.76406.51193.88244.4195th-Percentile Queue Length [ft] 9.298.8716.267.769.7895th-Percentile Queue Length [veh] 136.50128.73271.42108.47145.5050th-Percentile Queue Length [ft] 5.465.1510.864.345.8250th-Percentile Queue Length [veh] NoNoNoYesYesCritical Lane Group BABCDLane Group LOS 10.089.2318.8923.5942.86d, Delay for Lane Group [s/veh] 0.630.590.860.760.86X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 2.862.319.1511.1013.94d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.25k, delay calibration 7.226.929.7412.4928.93d1, Uniform Delay [s] 105011171022467320c, Capacity [veh/h] 1578167815366061594s, saturation flow rate [veh/h] 0.420.390.570.590.17(v / s)_i Volume / Saturation Flow Rate 0.670.670.670.670.20g / C, Green / Cycle 5050505015g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 55 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 19.89 9.57 10.0842.86d_M, Delay for Movement [s/veh]23.5942.86 AB BDMovement LOS CD 9.6520.25d_A, Approach Delay [s/veh]42.86 ACApproach LOS D 17.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.759Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 56 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.890Volume to Capacity (v/c): FLevel Of Service: 117.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 27994910663240131045570523Total Analysis Volume [veh/h] 7023700166603211390131Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2659001062922812945340501Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 1.702.000.000.002.801.900.000.000.000.802.000.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 180612104281558633630341Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardName volumes 57 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 05200661408400840Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040083Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 150Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 58 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1221.521291.591.49352.60352.60469.1522.25586.841164.9495th-Percentile Queue Length [ft] 48.8651.660.0614.1014.1018.770.8923.4746.6095th-Percentile Queue Length [veh] 845.08901.580.83228.62228.62287.3512.36418.99777.1450th-Percentile Queue Length [ft] 33.8036.060.039.149.1411.490.4916.7631.0950th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group FFDCCFCCFLane Group LOS 167.58163.7753.9033.5333.53168.7821.3034.12179.79d, Delay for Lane Group [s/veh] 1.221.210.010.490.491.180.060.741.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 116.08112.270.020.550.55112.620.256.54124.58d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.110.110.400.500.500.50k, delay calibration 51.5051.5053.8932.9732.9756.1621.0427.5955.21d1, Uniform Delay [s] 485525156676676204450751424c, Capacity [veh/h] 154816767061663166364280314251262s, saturation flow rate [veh/h] 0.380.380.000.200.200.370.030.390.41(v / s)_i Volume / Saturation Flow Rate 0.310.310.310.410.410.410.530.530.53g / C, Green / Cycle 474747616161797979g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 59 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 33.53 33.53168.78 53.90 167.58165.0321.30179.79 34.12d_M, Delay for Movement [s/veh]21.3034.12 21.30 C CF FDFCCMovement LOS F CCC 69.47 165.52d_A, Approach Delay [s/veh]21.30104.66 E FApproach LOS F C 117.25d_I, Intersection Delay [s/veh] FIntersection LOS 0.890Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-2-Ring 1 Sequence 60 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 3,131.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 2471334328161142021540158Total Analysis Volume [veh/h] 62333112042810139039Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2341265327741082021480151Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.561.561.561.561.561.561.561.561.561.561.561.56Growth Rate 0.002.100.000.002.600.000.000.000.002.102.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 150811214966910195097Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 61 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 334.58d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.022.0489.953029.66d_A, Approach Delay [s/veh] 0.00195.31390.610.000.0027.036.756.756.75921.24921.24921.2495th-Percentile Queue Length [ft] 0.007.8115.620.000.001.080.270.270.2736.8536.8536.8595th-Percentile Queue Length [veh] AAAAACCFFFFFMovement LOS 0.000.009.410.000.0016.6718.25229.47161.662955.993131.583101.47d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.270.000.000.080.460.006.86V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0001Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 62 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 105.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 60134Pedestrian Volume [ped/h] 327016735856262324550149Total Analysis Volume [veh/h] 8204211211576613737Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 296016035816002223527143Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.151.151.151.151.151.151.151.151.151.151.151.15Growth Rate 0.000.000.001.400.000.001.400.400.000.000.900.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 255013934705221920458124Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 63 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 4.09d_I, Intersection Delay [s/veh] CCAAApproach LOS 22.2324.590.272.03d_A, Approach Delay [s/veh] 13.7313.7313.7365.2865.2865.28172.38172.38172.38223.58223.58223.5895th-Percentile Queue Length [ft] 0.550.550.552.612.612.616.906.906.908.948.948.9495th-Percentile Queue Length [veh] BFFCFFAAAAAAMovement LOS 14.7856.27105.4222.3760.9976.910.000.008.690.000.009.83d_M, Delay for Movement [s/veh] 0.060.090.000.370.040.090.000.010.020.000.010.17V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 5.168Volume to Capacity (v/c): FLevel Of Service: 2,083.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 07120Pedestrian Volume [ped/h] 1875861652353746482867313Total Analysis Volume [veh/h] 471214159911621211831Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1725791552163544579827013Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 0.900.000.000.0033.300.004.301.000.001.900.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1123511031402328951534552Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 65 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 314.49d_I, Intersection Delay [s/veh] FFAAApproach LOS 274.632078.081.390.03d_A, Approach Delay [s/veh] 423.20423.20423.20729.80729.80729.800.000.008.310.000.000.2195th-Percentile Queue Length [ft] 16.9316.9316.9329.1929.1929.190.000.000.330.000.000.0195th-Percentile Queue Length [veh] FFFFFFAAAAAAMovement LOS 264.88286.52295.142010.772041.632083.440.000.009.880.000.008.41d_M, Delay for Movement [s/veh] 0.470.040.940.030.055.170.000.000.100.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 66 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.630Volume to Capacity (v/c): FLevel Of Service: 10,000.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 17100Pedestrian Volume [ped/h] 136913524703918878859926273Total Analysis Volume [veh/h] 342396176232219715231518Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 130873423674878475557885970Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 1.200.000.000.000.700.000.000.400.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 84562215435565448737573845Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 67 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 2181.75d_I, Intersection Delay [s/veh] FAAFApproach LOS 10000.001.140.6010000.00d_A, Approach Delay [s/veh] 887.91887.91887.910.000.009.870.000.005.52777.78777.78777.7895th-Percentile Queue Length [ft] 35.5235.5235.520.000.000.390.000.000.2231.1131.1131.1195th-Percentile Queue Length [veh] FFFAABAAAFFFMovement LOS 10000.010000.010000.00.000.0010.230.000.009.5010000.010000.010000.0d_M, Delay for Movement [s/veh] 0.331.630.000.000.010.120.000.010.070.251.060.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 68 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.833Volume to Capacity (v/c): FLevel Of Service: 1,392.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0530Pedestrian Volume [ped/h] 2526007342632606531253Total Analysis Volume [veh/h] 665028615815218111Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2424907328606581530253Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.681.681.681.681.681.681.681.681.681.681.681.68Growth Rate 0.000.700.000.000.000.600.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1414804195361346318132Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 69 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 168.14d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.006.79480.37744.49d_A, Approach Delay [s/veh] 0.000.000.000.000.0070.851128.431128.431128.4348.0448.0448.0495th-Percentile Queue Length [ft] 0.000.000.000.000.002.8345.1445.1445.141.921.921.9295th-Percentile Queue Length [veh] AAAAABFFFFFFMovement LOS 0.000.007.950.000.0010.54474.00569.64590.46398.02494.581391.99d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.490.800.141.040.000.140.83V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 70 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with ALevel Of Service: 9.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 000Pedestrian Volume [ped/h] 2182225152752Total Analysis Volume [veh/h] 1455638191Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2174216146692Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.081.081.081.081.081.08Growth Rate 0.000.600.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2161200135642Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 71 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with AIntersection LOS 9.12Intersection Delay [s/veh] AAAApproach LOS 9.838.908.49Approach Delay [s/veh] 25.8227.8520.268.7795th-Percentile Queue Length [ft] 1.031.110.810.3595th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 234.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 86111204116Pedestrian Volume [ped/h] 2141211865082638542314724247234Total Analysis Volume [veh/h] 5330461320162110637611189Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2051161784675588140514123245233Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.931.931.931.931.931.931.931.931.931.931.931.93Growth Rate 0.001.700.000.000.000.000.000.000.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1066092243930422107312023417Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 73 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 234.58Intersection Delay [s/veh] FCFFApproach LOS 128.2622.05261.39340.55Approach Delay [s/veh] 493.7470.49865.151112.2395th-Percentile Queue Length [ft] 19.752.8234.6144.4995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 103.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 73694842Pedestrian Volume [ped/h] 25125731831111651584231549519298Total Analysis Volume [veh/h] 631184628413910641213075Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 23115671751061581514051447497286Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.801.801.801.801.801.801.801.801.801.801.801.80Growth Rate 0.000.000.001.000.000.000.000.000.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 13643797598884225826276159Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 75 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 103.20Intersection Delay [s/veh] CFFFApproach LOS 24.9886.9775.25151.16Approach Delay [s/veh] 89.72366.2939.93373.53685.50159.6295th-Percentile Queue Length [ft] 3.5914.651.6014.9427.426.3895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 76 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.338Volume to Capacity (v/c): FLevel Of Service: 239.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 4318192Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2119063794486622930514929992187171Total Analysis Volume [veh/h] 53226923621757763775234743Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2028683590583021929214328785172157Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.741.741.741.741.741.741.741.741.741.741.741.74Growth Rate 0.900.600.000.002.100.000.000.000.002.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1164992052047712616882165499990Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 77 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03900521302300230Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 09000902504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 75Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 78 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1903.4832.814303.9784.26631.01822.83227.08508.8095th-Percentile Queue Length [ft] 76.141.31172.163.3725.2432.919.0820.3595th-Percentile Queue Length [veh] 1275.1918.232701.7746.81418.88488.08132.64283.9550th-Percentile Queue Length [ft] 51.010.73108.071.8716.7619.525.3111.3650th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoCritical Lane Group FDFCFFCFLane Group LOS 186.7339.88331.4620.21119.20367.6934.53365.68d, Delay for Lane Group [s/veh] 1.350.381.700.551.141.690.681.64X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 166.262.39317.465.0790.70331.478.67328.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.500.500.500.500.50k, delay calibration 20.4737.4914.0015.1428.5036.2225.8737.48d1, Uniform Delay [s] 826981067419397177412104c, Capacity [veh/h] 18192631703814165310921716952s, saturation flow rate [veh/h] 0.610.141.060.280.270.270.160.18(v / s)_i Volume / Saturation Flow Rate 0.450.450.630.630.240.240.240.24g / C, Green / Cycle 3434474718181818g_i, Effective Green Time [s] 3.003.003.000.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 79 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 331.46 331.4620.21 39.88 186.73186.73119.20365.68 34.53d_M, Delay for Movement [s/veh]119.2034.53 367.69 F FC FDFFCMovement LOS F FCF 296.50 182.02d_A, Approach Delay [s/veh]217.87160.37 F FApproach LOS F F 239.05d_I, Intersection Delay [s/veh] FIntersection LOS 1.338Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 80 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 99.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 33291218Pedestrian Volume [ped/h] 55344811336518680955710184101Total Analysis Volume [veh/h] 1486228914620241434625Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5333081083501787791551017697Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.000.400.000.000.400.800.000.000.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 38236677250127556539712669Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 81 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 99.14Intersection Delay [s/veh] EFCDApproach LOS 39.24196.1120.0625.70Approach Delay [s/veh] 213.28754.3175.45118.2395th-Percentile Queue Length [ft] 8.5330.173.024.7395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 123.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 7412928Pedestrian Volume [ped/h] 363112140549358286Total Analysis Volume [veh/h] 9128351378971Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 348107134526343274Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 2.742.742.742.742.742.74Growth Rate 0.800.000.000.500.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1273949192125100Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 83 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 123.05Intersection Delay [s/veh] FFFApproach LOS 50.65169.64126.59Approach Delay [s/veh] 281.82720.87582.9795th-Percentile Queue Length [ft] 11.2728.8323.3295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 84 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.561Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 24222Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 6775210587949114184052100Total Analysis Volume [veh/h] 171883122012284101320Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 647211058424710917384890Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.271.271.271.271.271.271.271.271.271.271.271.27Growth Rate 0.000.900.000.000.602.700.000.006.702.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5056884663378613303870Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 85 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0600060002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 86 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 224.004.80248.5123.53114.5833.4248.670.0095th-Percentile Queue Length [ft] 8.960.199.940.944.581.341.950.0095th-Percentile Queue Length [veh] 130.372.67148.5613.0763.6618.5727.040.0050th-Percentile Queue Length [ft] 5.210.115.940.522.550.741.080.0050th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoCritical Lane Group ABABDCCALane Group LOS 7.1212.167.6812.1835.7634.6231.130.00d, Delay for Lane Group [s/veh] 0.600.030.640.120.650.200.260.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.990.132.280.603.390.460.590.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.11k, delay calibration 5.1412.035.4011.5832.3734.1630.540.00d1, Uniform Delay [s] 13593811381409204205235140c, Capacity [veh/h] 185663818876601431126916451278s, saturation flow rate [veh/h] 0.440.020.470.070.090.030.040.00(v / s)_i Volume / Saturation Flow Rate 0.730.730.730.730.140.140.140.14g / C, Green / Cycle 5959595911111111g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 87 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 7.68 7.6812.18 12.16 7.127.1235.760.00 31.13d_M, Delay for Movement [s/veh]35.7631.13 34.62 A AB ABADCMovement LOS A DCC 7.92 7.19d_A, Approach Delay [s/veh]35.5031.13 A AApproach LOS C D 10.71d_I, Intersection Delay [s/veh] BIntersection LOS 0.561Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 88 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.302Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 11315929914373103Total Analysis Volume [veh/h] 284075361826Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 991392621256795Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 0.880.880.880.880.880.88Growth Rate 1.801.302.600.701.300.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11215829814276108Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 89 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.80d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.6317.66d_A, Approach Delay [s/veh] 0.000.000.009.2544.4944.4995th-Percentile Queue Length [ft] 0.000.000.000.371.781.7895th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.1113.8620.35d_M, Delay for Movement [s/veh] 0.000.000.000.110.080.30V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.908Volume to Capacity (v/c): FLevel Of Service: 500.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 264575425153280226Total Analysis Volume [veh/h] 66144106387057Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 231504372134258208Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.911.911.911.911.911.91Growth Rate 1.703.006.602.905.201.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12126419570135109Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 91 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 63.67d_I, Intersection Delay [s/veh] AAFApproach LOS 0.002.81238.77d_A, Approach Delay [s/veh] 0.000.000.0017.80112.89453.0695th-Percentile Queue Length [ft] 0.000.000.000.714.5218.1295th-Percentile Queue Length [veh] AAABDFMovement LOS 0.000.000.0010.6327.71500.26d_M, Delay for Movement [s/veh] 0.000.010.000.190.651.91V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 92 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.070Volume to Capacity (v/c): CLevel Of Service: 22.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 35126717011616Total Analysis Volume [veh/h] 8871817544Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 29622605921515Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.231.231.231.231.231.23Growth Rate 2.505.600.002.708.300.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24118494811212Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 93 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.71d_I, Intersection Delay [s/veh] AACApproach LOS 0.650.0018.54d_A, Approach Delay [s/veh] 0.002.430.000.008.938.9395th-Percentile Queue Length [ft] 0.000.100.000.000.360.3695th-Percentile Queue Length [veh] AAAABCMovement LOS 0.009.490.000.0014.8622.22d_M, Delay for Movement [s/veh] 0.000.030.000.010.040.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 94 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.353Volume to Capacity (v/c): FLevel Of Service: 228.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 57103500009939240917920Total Analysis Volume [veh/h] 143090000248231024480Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor 52503200009148537616490Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.881.001.881.001.001.001.001.881.881.881.881.00Growth Rate 4.002.005.902.002.002.002.001.800.003.502.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2790170000486452008770Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 95 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.00.03.00.00.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 0010000010010100Pedestrian Clearance [s] 005000050550Walk [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Vehicle Extension [s] 00310000891871710Split [s] 0.00.02.00.00.00.00.02.00.02.02.00.0All red [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Amber [s] 00450000903060600Maximum Green [s] 00200000301530300Minimum Green [s] --Lead-----Lead---Lead / Lag 2Auxiliary Signal Groups 003000061220Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 96 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1582.7037.85582.7739.78285.654886.2795th-Percentile Queue Length [ft] 63.311.5123.311.5911.43195.4595th-Percentile Queue Length [veh] 1011.6221.03415.6022.10176.663099.0650th-Percentile Queue Length [ft] 40.460.8416.620.887.07123.9650th-Percentile Queue Length [veh] YesNoNoYesNoYesCritical Lane Group FDBCBFLane Group LOS 373.2137.7015.7427.3618.00363.24d, Delay for Lane Group [s/veh] 1.700.090.760.280.471.74X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 326.210.114.202.141.85336.50d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.500.500.50k, delay calibration 47.0037.5911.5425.2216.1526.74d1, Uniform Delay [s] 33637013063278651031c, Capacity [veh/h] 15531709186655215601859s, saturation flow rate [veh/h] 0.370.020.530.170.260.96(v / s)_i Volume / Saturation Flow Rate 0.220.220.700.700.560.56g / C, Green / Cycle 262684846767g_i, Effective Green Time [s] 3.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCLRCLane Group Lane Group Calculations 97 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 37.70 373.210.000.000.00 363.24d_M, Delay for Movement [s/veh]15.7418.00 27.36 FDFMovement LOS BBC 0.00 353.84d_A, Approach Delay [s/veh]16.73299.08 A FApproach LOS F B 228.89d_I, Intersection Delay [s/veh] FIntersection LOS 1.353Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------321Ring 1 Sequence 98 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.876Volume to Capacity (v/c): ELevel Of Service: 69.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00010303584553800859728Total Analysis Volume [veh/h] 000260891113500215182Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92001.00000.92000.92000.92001.00001.00000.92000.9200Peak Hour Factor 0009503294149500790670Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.581.001.581.581.581.001.001.581.58Growth Rate 2.002.002.001.702.002.407.700.902.002.001.002.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0006002082631300500424Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 99 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000030044009046Split [s] 0.00.00.00.00.02.00.02.00.00.02.00.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 100 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 119.97600.40863.12477.43677.3495th-Percentile Queue Length [ft] 4.8024.0234.5219.1027.0995th-Percentile Queue Length [veh] 66.65409.86619.77328.75463.6450th-Percentile Queue Length [ft] 2.6716.3924.7913.1518.5550th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group DFFBFLane Group LOS 41.21118.74100.1214.0489.67d, Delay for Lane Group [s/veh] 0.351.081.070.721.07X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.6971.2459.623.6855.20d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.470.500.500.50k, delay calibration 40.5247.5040.5010.3634.47d1, Uniform Delay [s] 2983315431199680c, Capacity [veh/h] 14291590167216931179s, saturation flow rate [veh/h] 0.070.230.350.510.62(v / s)_i Volume / Saturation Flow Rate 0.210.210.330.710.71g / C, Green / Cycle 2525398585g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 101 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 41.21118.74 0.00 0.000.00100.1289.67 14.04d_M, Delay for Movement [s/veh]100.120.00 0.00 DFFBMovement LOS F F 101.42 0.00d_A, Approach Delay [s/veh]100.1248.74 F AApproach LOS D F 69.35d_I, Intersection Delay [s/veh] EIntersection LOS 0.876Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 102 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.721Volume to Capacity (v/c): CLevel Of Service: 31.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1544513297381761031432131861958116Total Analysis Volume [veh/h] 39113324104426358332148929Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 142411218935162911267116761732103Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 3.400.000.003.600.001.000.000.700.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8926765622102577977348108965Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 103 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 041004100951309614Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 015001500301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 104 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 270.58210.92191.74308.8669.49580.5389.1157.321005.2166.6895th-Percentile Queue Length [ft] 10.828.447.6712.352.7823.223.562.2940.212.6795th-Percentile Queue Length [veh] 165.19120.79106.94194.5038.60413.7449.5131.84776.6937.0450th-Percentile Queue Length [ft] 6.614.834.287.781.5416.551.981.2731.071.4850th-Percentile Queue Length [veh] NoNoNoYesNoNoYesNoYesNoCritical Lane Group DEDFBCDBCBLane Group LOS 50.1260.3747.5784.2512.6320.9042.2912.4232.0317.69d, Delay for Lane Group [s/veh] 0.500.520.330.890.110.660.550.090.900.34X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.951.630.4817.330.221.578.790.186.492.70d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.160.500.500.500.500.500.50k, delay calibration 49.1758.7447.0966.9212.4219.3333.5012.2425.5314.99d1, Uniform Delay [s] 40125540519897921782399802176341c, Capacity [veh/h] 16721274168611901615359239516153585531s, saturation flow rate [veh/h] 0.120.100.080.150.060.400.330.050.550.22(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.240.610.610.690.610.610.69g / C, Green / Cycle 3636363691911049191104g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 105 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 47.57 47.5784.25 60.37 50.1250.1212.6317.69 32.03d_M, Delay for Movement [s/veh]20.9012.42 42.29 D DF DEDBCMovement LOS B CBD 68.33 54.21d_A, Approach Delay [s/veh]22.0730.48 E DApproach LOS C C 31.74d_I, Intersection Delay [s/veh] CIntersection LOS 0.721Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 106 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.011Volume to Capacity (v/c): FLevel Of Service: 82.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 51783448911446130115213113784161699234Total Analysis Volume [veh/h] 1292081222911575383289510442558Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 49079146410542427714012063483831563215Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.871.871.871.871.871.871.871.871.871.871.871.87Growth Rate 2.400.503.501.404.400.003.201.101.302.600.901.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2624232485622714875645186205836115Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 107 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 414136272722848427757518Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 454530454530909030909030Maximum Green [s] 202010202010303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,83,62,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 165Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 108 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 721.03717.41903.56182.22411.30520.63106.24734.40562.49304.941494.63244.0595th-Percentile Queue Length [ft] 28.8428.7036.147.2916.4520.834.2529.3822.5012.2059.799.7695th-Percentile Queue Length [veh] 531.91508.33632.81101.23275.26356.4459.02543.27363.90191.481104.74145.2350th-Percentile Queue Length [ft] 21.2820.3325.314.0511.0114.262.3621.7314.567.6644.195.8150th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesNoNoYesCritical Lane Group EFFDFFBDFBFDLane Group LOS 57.4299.19136.5352.4890.43118.9512.1636.32147.6014.56109.7148.72d, Delay for Lane Group [s/veh] 0.831.061.120.301.001.030.150.741.110.401.120.78X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.3434.6979.871.1718.9560.080.222.8883.351.1862.2117.97d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.290.110.500.340.500.500.500.500.50k, delay calibration 45.0864.5056.6651.3071.4858.8711.9333.4564.2513.3847.5030.75d1, Uniform Delay [s] 621785437383462293999176533910301521300c, Capacity [veh/h] 1577360014031593346510621565357867515743585611s, saturation flow rate [veh/h] 0.330.230.350.070.130.280.100.370.560.260.470.38(v / s)_i Volume / Saturation Flow Rate 0.390.220.350.240.130.350.640.490.590.650.420.59g / C, Green / Cycle 65365840225810581971087097g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 109 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 90.43 52.48118.95 136.53 57.4299.1912.1648.72 109.71d_M, Delay for Movement [s/veh]36.3214.56 147.60 F DF EFFBFMovement LOS D DBF 95.29 97.38d_A, Approach Delay [s/veh]57.1886.78 F FApproach LOS F E 82.79d_I, Intersection Delay [s/veh] FIntersection LOS 1.011Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 110 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.831Volume to Capacity (v/c): DLevel Of Service: 54.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1735431181523702142121161146951397271Total Analysis Volume [veh/h] 431363038935453290362434968Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1645151121443512031951068134871285249Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.000.500.001.000.800.000.000.801.001.601.500.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 117368801032511451397639662918178Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 111 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 5555135656140631107018Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151581515803080308Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 112 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 198.74765.17126.57151.81432.87290.27892.79902.68163.09912.28903.98327.2995th-Percentile Queue Length [ft] 7.9530.615.066.0717.3111.6135.7136.116.5236.4936.1613.0995th-Percentile Queue Length [veh] 111.97569.4970.3284.34292.60180.20679.11687.6590.61695.96688.77208.8050th-Percentile Queue Length [ft] 4.4822.782.813.3711.707.2127.1627.513.6227.8427.558.3550th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group CECCDEEEDDDFLane Group LOS 32.0470.3031.6724.8843.7364.7558.7956.0248.7249.5247.9182.58d, Delay for Lane Group [s/veh] 0.270.940.320.210.600.840.910.900.680.880.870.93X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.0619.620.510.531.1626.8017.4215.0715.9712.7911.5436.91d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.350.110.410.130.500.500.500.500.500.500.50k, delay calibration 30.9850.6731.1624.3542.5737.9541.3640.9532.7536.7336.3745.67d1, Uniform Delay [s] 634579364732612255739780215843862292c, Capacity [veh/h] 1615189111481599188510641786188551618311872683s, saturation flow rate [veh/h] 0.110.290.100.100.200.200.380.370.280.410.400.40(v / s)_i Volume / Saturation Flow Rate 0.400.310.410.460.330.410.410.410.530.450.450.53g / C, Green / Cycle 604761705061616179686879g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 113 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 43.73 24.8864.75 31.67 32.0470.3058.7982.58 48.65d_M, Delay for Movement [s/veh]57.1249.52 48.72 D CE CCEEDMovement LOS F EDD 45.95 56.90d_A, Approach Delay [s/veh]56.5453.92 D EApproach LOS D E 54.04d_I, Intersection Delay [s/veh] DIntersection LOS 0.831Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 114 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.758Volume to Capacity (v/c): DLevel Of Service: 52.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9731331763132602656848947952101Total Analysis Volume [veh/h] 2478819786566171221223825Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 943033074303252246636834488594Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.301.301.301.301.301.301.301.301.301.301.301.30Growth Rate 0.000.400.000.000.401.000.501.001.600.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 722332357233194189489643468172Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 115 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 043002500361103611Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 0200020003080308Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 115Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 116 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 510.59483.31278.58282.80345.0383.46598.53605.4991.1095th-Percentile Queue Length [ft] 20.4219.3311.1411.3113.803.3423.9424.223.6495th-Percentile Queue Length [veh] 355.89333.55171.26174.49222.6746.36428.74434.5650.6150th-Percentile Queue Length [ft] 14.2413.346.856.988.911.8517.1517.382.0250th-Percentile Queue Length [veh] YesYesNoNoNoYesYesNoNoCritical Lane Group EEDDDCEECLane Group LOS 57.9165.8242.1040.2039.5931.5664.8464.5127.49d, Delay for Lane Group [s/veh] 0.930.930.630.580.670.350.930.930.30X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 16.4722.372.095.163.423.7925.0224.692.25d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.250.340.140.500.500.500.500.500.50k, delay calibration 41.4443.4440.0135.0436.1727.7739.8239.8125.24d1, Uniform Delay [s] 4744184104611027254533542338c, Capacity [veh/h] 1816182917921607358280218501881976s, saturation flow rate [veh/h] 0.240.210.150.160.190.110.270.270.10(v / s)_i Volume / Saturation Flow Rate 0.260.230.230.290.290.380.290.290.38g / C, Green / Cycle 302626333344333344g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 117 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 65.82 65.8242.10 57.91 57.9157.9140.2027.49 64.66d_M, Delay for Movement [s/veh]39.5964.84 31.56 E ED EEEDEMovement LOS C DEC 56.32 57.91d_A, Approach Delay [s/veh]39.0661.26 E EApproach LOS E D 52.67d_I, Intersection Delay [s/veh] DIntersection LOS 0.758Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 118 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.879Volume to Capacity (v/c): ELevel Of Service: 63.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 280110925846884546452735190158926179Total Analysis Volume [veh/h] 702776411221136113184473923145Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 268106324744847523433704182151887172Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.411.411.411.411.411.411.411.411.411.411.411.41Growth Rate 0.500.800.000.000.801.601.301.400.000.000.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19075417531601371307499129107629122Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 119 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 64647802438515124545427Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 555055555555Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 120 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 202.15855.81255.84560.39565.59491.40395.12590.42407.21216.57779.65380.4195th-Percentile Queue Length [ft] 8.0934.2310.2322.4222.6219.6615.8023.6216.298.6631.1915.2295th-Percentile Queue Length [veh] 114.44647.20154.06397.00401.32340.16262.31421.98271.98124.92581.85250.6050th-Percentile Queue Length [ft] 4.5825.896.1615.8816.0513.6110.4916.8810.885.0023.2710.0250th-Percentile Queue Length [veh] NoYesNoNoNoNoYesNoYesNoYesNoCritical Lane Group BEFDDFBEFDFFLane Group LOS 11.5266.0885.6839.4039.3183.6919.3770.70114.9938.0481.84106.75d, Delay for Lane Group [s/veh] 0.260.960.820.580.570.960.460.810.910.250.940.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.566.145.210.920.8810.431.517.7236.270.9517.7727.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.150.150.110.500.500.390.500.500.43k, delay calibration 10.9659.9480.4738.4938.4373.2617.8762.9878.7237.0964.0779.34d1, Uniform Delay [s] 10971154315803817569993908208630983213c, Capacity [veh/h] 160735893514185218852752159435681810161536031417s, saturation flow rate [veh/h] 0.170.310.070.250.250.200.280.210.110.100.260.13(v / s)_i Volume / Saturation Flow Rate 0.680.320.090.430.430.200.620.260.120.390.270.13g / C, Green / Cycle 12358167878361124621704924g_i, Effective Green Time [s] 0.003.001.003.003.001.000.003.001.000.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 3.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 121 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.35 39.4083.69 85.68 11.5266.0819.37106.75 81.84d_M, Delay for Movement [s/veh]70.7038.04 114.99 D DF BFEBFMovement LOS F EDF 55.75 59.88d_A, Approach Delay [s/veh]59.9679.89 E EApproach LOS E E 63.23d_I, Intersection Delay [s/veh] EIntersection LOS 0.879Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 122 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.608Volume to Capacity (v/c): BLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 191551451445387296Total Analysis Volume [veh/h] 481381131119774Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 189545446440383293Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.341.341.341.341.341.34Growth Rate 0.001.701.500.602.400.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 141407333328286219Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 123 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 05060103030Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 03030303030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedPermissiOverlapPermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 124 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 221.40215.01190.85164.7449.13307.60254.4395th-Percentile Queue Length [ft] 8.868.607.636.591.9712.3010.1895th-Percentile Queue Length [veh] 128.46123.78106.3091.5227.29193.53153.0050th-Percentile Queue Length [ft] 5.144.954.253.661.097.746.1250th-Percentile Queue Length [veh] NoNoNoYesNoYesNoCritical Lane Group BBBBACCLane Group LOS 16.8315.9910.0018.359.1430.6534.16d, Delay for Lane Group [s/veh] 0.480.440.450.700.250.700.71X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.131.661.518.631.147.403.70d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.18k, delay calibration 14.7114.338.499.728.0023.2530.46d1, Uniform Delay [s] 774844970462532549415c, Capacity [veh/h] 15411681153366581814191620s, saturation flow rate [veh/h] 0.240.220.290.490.160.270.18(v / s)_i Volume / Saturation Flow Rate 0.500.500.630.630.630.390.26g / C, Green / Cycle 45455757573523g_i, Effective Green Time [s] 3.003.003.000.000.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 125 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 10.26 16.26 16.8334.16d_M, Delay for Movement [s/veh]14.1330.65 BB BCMovement LOS BC 16.4112.89d_A, Approach Delay [s/veh]32.17 BBApproach LOS C 19.69d_I, Intersection Delay [s/veh] BIntersection LOS 0.608Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 126 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.542Volume to Capacity (v/c): DLevel Of Service: 35.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 93444073983084985058129350Total Analysis Volume [veh/h] 231110182572124601432312Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92001.00000.92000.92000.9200Peak Hour Factor 88423869932880934055122647Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.001.571.571.57Growth Rate 1.800.000.000.001.700.000.001.002.002.901.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5627244459185159503578130Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 127 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 078007800102001020Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern IsolatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 128 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 242.45265.69585.16577.62806.62813.0387.9095th-Percentile Queue Length [ft] 9.7010.6323.4123.1032.2632.523.5295th-Percentile Queue Length [veh] 144.04161.49417.60411.31604.93610.4348.8350th-Percentile Queue Length [ft] 5.766.4616.7016.4524.2024.421.9550th-Percentile Queue Length [veh] NoYesNoNoYesNoNoCritical Lane Group DDCCDDDLane Group LOS 37.9337.9231.3430.7137.9537.7551.76d, Delay for Lane Group [s/veh] 0.310.320.600.590.750.750.27X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.391.393.022.755.795.653.44d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 36.5536.5328.3327.9632.1632.1048.31d1, Uniform Delay [s] 575620888912893907188c, Capacity [veh/h] 135614711647169316581683483s, saturation flow rate [veh/h] 0.130.140.320.320.400.400.10(v / s)_i Volume / Saturation Flow Rate 0.410.410.540.540.540.540.54g / C, Green / Cycle 73739797979797g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 129 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 37.92 37.9237.92 37.93 37.9337.9331.3451.76 37.84d_M, Delay for Movement [s/veh]31.0037.95 0.00 D DD DDDCDMovement LOS D CD 37.92 37.93d_A, Approach Delay [s/veh]31.0338.35 D DApproach LOS D C 35.54d_I, Intersection Delay [s/veh] DIntersection LOS 0.542Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 130 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.627Volume to Capacity (v/c): BLevel Of Service: 16.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 84128571379150379449688135092Total Analysis Volume [veh/h] 2132143423139236242233723Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 80121541268446358959183128087Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 2.000.000.000.000.000.000.000.900.003.800.501.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 50763479532922563575280555Base Volume Input [veh/h] 19th AvenueName volumes 131 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0320032005800580Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030009000900Maximum Green [s] 05005003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 132 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 255.88261.80185.10187.30103.12304.80306.3261.9295th-Percentile Queue Length [ft] 10.2410.477.407.494.1212.1912.252.4895th-Percentile Queue Length [veh] 154.09158.55102.83104.0657.29191.36192.5434.4050th-Percentile Queue Length [ft] 6.166.344.114.162.297.657.701.3850th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoCritical Lane Group DDAADBBBLane Group LOS 39.6839.658.288.2636.0511.5811.4217.98d, Delay for Lane Group [s/veh] 0.770.770.440.440.490.640.640.29X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.905.881.241.238.622.862.752.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.180.180.500.500.500.500.500.50k, delay calibration 33.7833.777.037.0327.438.728.6815.71d1, Uniform Delay [s] 3503591116113119511111135319c, Capacity [veh/h] 135914071672169534016651701515s, saturation flow rate [veh/h] 0.200.200.290.290.280.430.430.18(v / s)_i Volume / Saturation Flow Rate 0.220.220.670.670.670.670.670.67g / C, Green / Cycle 2020606060606060g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 133 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.65 39.6539.65 39.68 39.6839.688.2817.98 11.50d_M, Delay for Movement [s/veh]8.2711.58 36.05 D DD DDDABMovement LOS B ABD 39.65 39.68d_A, Approach Delay [s/veh]10.7511.89 D DApproach LOS B B 16.32d_I, Intersection Delay [s/veh] BIntersection LOS 0.627Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 134 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.768Volume to Capacity (v/c): DLevel Of Service: 37.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 18354717523840112384893172114890469Total Analysis Volume [veh/h] 46137446010031212234328222117Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 17451916622638011780847163108844445Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 0.900.000.000.700.000.000.000.400.000.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113337108147247765255010670548289Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 135 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 33338333380351204219Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 136 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 118.38582.35122.43131.07333.35100.61441.64450.59100.89383.81390.04389.4395th-Percentile Queue Length [ft] 4.7423.294.905.2413.334.0217.6718.024.0415.3515.6015.5895th-Percentile Queue Length [veh] 65.77415.2568.0272.82213.5355.90299.69306.9356.05253.30258.26257.7750th-Percentile Queue Length [ft] 2.6316.612.722.918.542.2411.9912.282.2410.1310.3310.3150th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group BECBCCDDBCCDLane Group LOS 17.6862.3024.0713.7233.4730.4843.1242.7119.0130.1329.6453.57d, Delay for Lane Group [s/veh] 0.260.980.490.290.720.480.830.830.420.700.700.95X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.8929.121.060.643.526.4012.9812.583.205.835.4329.46d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.410.110.370.220.500.500.500.500.500.500.50k, delay calibration 16.7933.1823.0113.0829.9524.0830.1430.1315.8124.3024.2124.11d1, Uniform Delay [s] 705560355827560255580598407703731495c, Capacity [veh/h] 16011900113416041900103018361892819179718701010s, saturation flow rate [veh/h] 0.110.290.150.150.210.120.260.260.210.280.270.46(v / s)_i Volume / Saturation Flow Rate 0.440.290.380.520.290.380.320.320.520.390.390.52g / C, Green / Cycle 422836492836303049373749g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 137 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 33.47 13.7230.48 24.07 17.6862.3043.1253.57 29.85d_M, Delay for Movement [s/veh]42.8930.13 19.01 C BC BCEDCMovement LOS D DCB 26.82 45.88d_A, Approach Delay [s/veh]39.3337.42 C DApproach LOS D D 37.84d_I, Intersection Delay [s/veh] DIntersection LOS 0.768Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 138 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.708Volume to Capacity (v/c): CLevel Of Service: 22.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report YesNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00175.00100.00100.00380.00400.00100.00100.00Pocket Length [ft] 000001001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1744328822255710284616531547028Total Analysis Volume [veh/h] 43117256142621141791187Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.97000.97001.00001.00000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 160402652023529780215229044627Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.791.001.791.791.791.001.001.791.79Growth Rate 2.002.002.000.002.003.400.000.602.002.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 160402651123295444815229024915Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 139 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0150015005580470Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 040080061020Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 140 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 151.27257.1427.4647.0425.18323.7056.74469.7518.2095th-Percentile Queue Length [ft] 6.0510.291.101.881.0112.952.2718.790.7395th-Percentile Queue Length [veh] 84.04155.0415.2526.1313.99206.0031.52322.5010.1150th-Percentile Queue Length [ft] 3.366.200.611.050.568.241.2612.900.4050th-Percentile Queue Length [veh] NoYesNoNoNoNoYesYesNoCritical Lane Group CDBCABBCCLane Group LOS 26.0943.7119.9832.446.2112.2115.7028.3725.52d, Delay for Lane Group [s/veh] 0.500.780.100.260.110.750.410.930.13X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.1915.070.462.810.051.753.1311.310.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.180.500.260.11k, delay calibration 21.9028.6419.5229.636.1710.4612.5717.0625.25d1, Uniform Delay [s] 4303694532219591121400842214c, Capacity [veh/h] 1632135317211144161518898391746661s, saturation flow rate [veh/h] 0.130.210.030.050.060.450.200.450.04(v / s)_i Volume / Saturation Flow Rate 0.260.260.260.260.590.590.590.480.48g / C, Green / Cycle 181818184242423434g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLCLLane Group Lane Group Calculations 141 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 19.98 19.9832.44 43.71 26.0926.096.2125.52 28.37d_M, Delay for Movement [s/veh]12.2128.37 15.70 B BC CDCACMovement LOS C BCB 26.81 36.14d_A, Approach Delay [s/veh]12.1828.27 C DApproach LOS C B 22.71d_I, Intersection Delay [s/veh] CIntersection LOS 0.708Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------86-Ring 2 -------------421Ring 1 Sequence 142 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.417Volume to Capacity (v/c): DLevel Of Service: 31.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 25316583253163113Total Analysis Volume [veh/h] 634121634128Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 24215880242150104Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 0.600.000.000.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1611055316110069Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 143 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 8.48d_I, Intersection Delay [s/veh] AADApproach LOS 3.300.0026.64d_A, Approach Delay [s/veh] 37.8337.830.000.00107.39107.3995th-Percentile Queue Length [ft] 1.511.510.000.004.304.3095th-Percentile Queue Length [veh] AAAACDMovement LOS 0.008.370.000.0023.1731.65d_M, Delay for Movement [s/veh] 0.000.130.000.000.220.42V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 144 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.399Volume to Capacity (v/c): BLevel Of Service: 14.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 7737777963431331273333653287145Total Analysis Volume [veh/h] 19941924863332839137236Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7134771883161221072813045242122Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4723047582098171186203016081Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 145 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0380038002200220Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 146 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 195.4937.2233.02135.8978.0585.9191.2015.3918.3249.3379.6795th-Percentile Queue Length [ft] 7.821.491.325.443.123.443.650.620.731.973.1995th-Percentile Queue Length [veh] 109.6320.6818.3575.4943.3647.7350.678.5510.1827.4144.2650th-Percentile Queue Length [ft] 4.390.830.733.021.731.912.030.340.411.101.7750th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoNoYesCritical Lane Group BBBBCBBBBBBLane Group LOS 14.7618.4511.3013.2524.0112.4012.2413.8910.4411.0119.70d, Delay for Lane Group [s/veh] 0.600.200.150.440.440.300.290.070.080.190.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.790.250.100.401.041.050.930.290.220.272.44d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 13.9718.1911.2012.8522.9711.3511.3113.6010.2210.7417.26d1, Uniform Delay [s] 7523846587742997358094956881541406c, Capacity [veh/h] 184510541615190095217251900110916153618947s, saturation flow rate [veh/h] 0.250.070.060.180.140.130.130.030.030.080.15(v / s)_i Volume / Saturation Flow Rate 0.410.410.410.410.410.430.430.430.430.430.43g / C, Green / Cycle 2424242424262626262626g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 147 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 13.25 11.3024.01 18.45 14.7614.7612.4019.70 11.01d_M, Delay for Movement [s/veh]12.2810.44 13.89 B BC BBBBBMovement LOS B BBB 15.43 15.29d_A, Approach Delay [s/veh]12.4313.55 B BApproach LOS B B 14.24d_I, Intersection Delay [s/veh] BIntersection LOS 0.399Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 148 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.539Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 2724744322327218Total Analysis Volume [veh/h] 681181086755Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2614544142225201Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.811.811.811.811.811.81Growth Rate 1.400.000.900.000.000.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1442512291214111Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 149 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 067670023Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 030300030Maximum Green [s] 055005Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 150 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 284.55144.3723.20216.3795th-Percentile Queue Length [ft] 11.385.770.938.6595th-Percentile Queue Length [veh] 175.8280.2012.89124.7750th-Percentile Queue Length [ft] 7.033.210.524.9950th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group AACDLane Group LOS 9.716.5029.8040.25d, Delay for Lane Group [s/veh] 0.610.350.080.61X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 2.230.760.517.46d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.50k, delay calibration 7.485.7429.2932.79d1, Uniform Delay [s] 12301289323359c, Capacity [veh/h] 1785181016151793s, saturation flow rate [veh/h] 0.420.250.020.12(v / s)_i Volume / Saturation Flow Rate 0.690.690.200.20g / C, Green / Cycle 62621818g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCRLLane Group Lane Group Calculations 151 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.50 9.71 9.7140.25d_M, Delay for Movement [s/veh]6.5029.80 AA ADMovement LOS AC 9.716.50d_A, Approach Delay [s/veh]39.10 AAApproach LOS D 13.68d_I, Intersection Delay [s/veh] BIntersection LOS 0.539Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 152 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.730Volume to Capacity (v/c): ELevel Of Service: 70.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 100125369934510082016505069067393Total Analysis Volume [veh/h] 25313175862525413131731798Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 9612016703319661915464663562362Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 3.853.853.853.853.853.853.853.853.853.853.853.85Growth Rate 0.000.600.600.000.000.000.000.000.000.000.002.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 25312174862515412121651694Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 153 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.00.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010010100010010100Pedestrian Clearance [s] 050550050550Walk [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 028266666640158202013Split [s] 0.02.00.02.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Amber [s] 0303030303003030303030Maximum Green [s] 055555055555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,82,7Auxiliary Signal Groups 047883061225Signal group PermissPermissProtecteOverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 154 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1544.88329.98194.561235.366.4847.7943.4857.321142.8241.75646.7895th-Percentile Queue Length [ft] 61.8013.207.7849.410.261.911.742.2945.711.6725.8795th-Percentile Queue Length [veh] 1173.57210.89108.96939.603.6026.5524.1531.84802.0023.19449.4650th-Percentile Queue Length [ft] 46.948.444.3637.580.141.060.971.2732.080.9317.9850th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesYesNoNoCritical Lane Group FCBFCDDDFDFLane Group LOS 65.3623.9711.2171.1333.5554.7151.8440.59129.0446.46127.56d, Delay for Lane Group [s/veh] 1.070.720.341.050.130.220.210.131.160.141.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 46.074.560.9041.570.403.440.640.3591.070.6067.32d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.500.110.250.500.500.50k, delay calibration 19.2819.4010.3129.5633.1551.2751.2140.2537.9745.8760.24d1, Uniform Delay [s] 12659731021964150147160390593484367c, Capacity [veh/h] 1864143916151900465174919001455161536181540s, saturation flow rate [veh/h] 0.730.490.210.530.040.020.020.030.430.020.26(v / s)_i Volume / Saturation Flow Rate 0.680.720.630.510.720.080.080.190.370.130.19g / C, Green / Cycle 8287766187101023441623g_i, Effective Green Time [s] 3.000.000.003.000.003.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 155 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 71.13 11.2133.55 23.97 65.3665.3654.71127.56 46.46d_M, Delay for Movement [s/veh]52.80129.04 40.59 F BC ECEDDMovement LOS F DFD 55.53 51.26d_A, Approach Delay [s/veh]47.80123.72 E DApproach LOS F D 70.19d_I, Intersection Delay [s/veh] EIntersection LOS 0.730Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 156 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.071Volume to Capacity (v/c): ELevel Of Service: 43.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 8813714736127Total Analysis Volume [veh/h] 2209318432Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 8443513705116Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.851.851.851.851.851.85Growth Rate 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 45619738163Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 157 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 0.50d_I, Intersection Delay [s/veh] AADApproach LOS 0.380.0026.02d_A, Approach Delay [s/veh] 0.003.330.000.008.208.2095th-Percentile Queue Length [ft] 0.000.130.000.000.330.3395th-Percentile Queue Length [veh] AAAACEMovement LOS 0.009.330.000.0015.6943.71d_M, Delay for Movement [s/veh] 0.010.040.000.010.030.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 158 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.960Volume to Capacity (v/c): DLevel Of Service: 52.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 148671604386136671735141467217249Total Analysis Volume [veh/h] 371740112134174343511754312Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 136621474079125621596130430199845Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.665.665.665.665.665.665.665.665.665.665.665.66Growth Rate 0.000.000.000.000.000.000.000.800.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 241126714221128223763538Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 159 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0260026008180818Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 030003000303003030Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 115Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 160 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 255.21229.37148.42272.59524.25517.7692.061682.031436.9917.8895th-Percentile Queue Length [ft] 10.219.175.9410.9020.9720.713.6867.2857.480.7295th-Percentile Queue Length [veh] 153.59134.3382.46156.86367.13361.7951.151234.951095.809.9450th-Percentile Queue Length [ft] 6.145.373.306.2714.6914.472.0549.4043.830.4050th-Percentile Queue Length [veh] YesNoNoNoNoNoYesNoNoYesCritical Lane Group DEDFBBEFFBLane Group LOS 48.9365.9242.16137.7515.9115.5660.1786.4961.5412.68d, Delay for Lane Group [s/veh] 0.690.820.391.120.720.710.731.121.060.18X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.9313.350.7781.623.693.4821.9566.9942.041.44d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.190.190.110.150.500.500.500.500.500.50k, delay calibration 44.0052.5741.3956.1212.2312.0838.2219.5019.5011.24d1, Uniform Delay [s] 3091953281211244126119211751248273c, Capacity [veh/h] 16941281179411851861188523717781889359s, saturation flow rate [veh/h] 0.130.120.070.110.480.480.590.740.700.14(v / s)_i Volume / Saturation Flow Rate 0.180.180.180.180.670.670.730.660.660.73g / C, Green / Cycle 21212121777784767684g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLCCLLane Group Lane Group Calculations 161 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.16 42.16137.75 65.92 48.9348.9315.9112.68 71.33d_M, Delay for Movement [s/veh]15.7386.49 60.17 D DF DEDBEMovement LOS B BFE 91.22 56.18d_A, Approach Delay [s/veh]18.9672.90 F EApproach LOS E B 52.75d_I, Intersection Delay [s/veh] DIntersection LOS 0.960Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 162 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.999Volume to Capacity (v/c): ELevel Of Service: 69.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 29438715017329913622114702372181821190Total Analysis Volume [veh/h] 74973843753455367595545547Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 28237114416628713021013942252071727180Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.641.641.641.641.641.641.641.641.641.641.641.64Growth Rate 0.601.803.401.004.601.301.601.102.202.701.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 17222688101175791288501371261053110Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 163 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoMinimum Recall 1.03.01.00.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 13368041130761307815Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 303030030300303003030Maximum Green [s] 555055055055Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 147083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 140Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 164 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 346.77572.26209.02813.57183.62933.61885.36335.791487.981387.78173.5795th-Percentile Queue Length [ft] 13.8722.898.3632.547.3437.3435.4113.4359.5255.516.9495th-Percentile Queue Length [veh] 224.03406.86119.41580.68102.01714.44672.68202.451123.781074.6496.4350th-Percentile Queue Length [ft] 8.9616.274.7823.234.0828.5826.918.1044.9542.993.8650th-Percentile Queue Length [veh] NoNoYesYesNoNoNoYesNoNoYesCritical Lane Group DEEFDDDFFFDLane Group LOS 42.7378.7567.14116.5847.3743.8439.21141.3986.4472.9653.81d, Delay for Lane Group [s/veh] 0.560.930.851.080.550.900.861.081.081.040.75X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.1825.3217.9464.588.3913.5610.0282.7052.9439.4618.24d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.380.190.490.500.500.500.500.500.500.50k, delay calibration 38.5553.4349.2052.0038.9930.2929.1958.6933.5033.5035.57d1, Uniform Delay [s] 529415176439249936980220945981254c, Capacity [veh/h] 160518661021170611941796187940618121881490s, saturation flow rate [veh/h] 0.180.210.150.280.110.470.450.580.560.540.39(v / s)_i Volume / Saturation Flow Rate 0.330.220.310.260.310.520.520.610.520.520.61g / C, Green / Cycle 4631443644737386737386g_i, Effective Green Time [s] 0.003.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 165 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 116.58 116.5847.37 67.14 42.7378.7543.8453.81 78.89d_M, Delay for Movement [s/veh]41.1786.44 141.39 F FD DEEDEMovement LOS D DFF 101.10 63.91d_A, Approach Delay [s/veh]53.8077.49 F EApproach LOS E D 69.88d_I, Intersection Delay [s/veh] EIntersection LOS 0.999Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 166 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.350Volume to Capacity (v/c): FLevel Of Service: 206.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 0100Pedestrian Volume [ped/h] 29700466002921241153691222446Total Analysis Volume [veh/h] 740011700733103817305111Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92001.00001.00000.92001.00001.00000.92000.92000.92000.92000.92000.9200Peak Hour Factor 27300447002771177145651159423Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.451.001.001.451.001.001.451.451.451.451.451.45Growth Rate 0.002.002.001.602.002.002.100.800.000.001.601.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 188003080019181210045799292Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 167 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 34.44d_I, Intersection Delay [s/veh] DFACApproach LOS 31.86206.281.2920.97d_A, Approach Delay [s/veh] 134.600.000.00569.560.000.000.000.0028.690.000.00342.4095th-Percentile Queue Length [ft] 5.380.000.0022.780.000.000.000.001.150.000.0013.7095th-Percentile Queue Length [veh] DFAABAAFMovement LOS 31.860.000.00206.280.000.000.000.0014.190.000.0081.67d_M, Delay for Movement [s/veh] 0.710.000.001.350.000.000.000.010.280.000.011.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 168 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.851Volume to Capacity (v/c): DLevel Of Service: 39.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3074991962383463545629942942121225298Total Analysis Volume [veh/h] 7712549598788141249745330674Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2824591802233253325028882631891094266Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.431.431.431.431.431.431.431.431.431.431.431.43Growth Rate 5.609.103.604.406.406.6010.0017.605.203.7021.705.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 197321126156227232351621184132765186Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 169 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 242415303021565616595919Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 454525454525909025909025Maximum Green [s] 1515815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,83,62,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 170 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 336.58319.55203.20228.06202.19441.35370.63461.42266.07125.17629.64219.1595th-Percentile Queue Length [ft] 13.4612.788.139.128.0917.6514.8318.4610.645.0125.198.7795th-Percentile Queue Length [veh] 216.05202.78115.19133.37114.46299.45242.85315.72161.7769.54454.77126.8150th-Percentile Queue Length [ft] 8.648.114.615.334.5811.989.7112.636.472.7818.195.0750th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group DECCDEBCEBDCLane Group LOS 42.7459.8933.5529.2542.3968.8217.2433.1260.3412.1642.1530.41d, Delay for Lane Group [s/veh] 0.650.950.470.400.490.930.620.760.890.230.920.70X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.839.852.922.060.5231.493.154.0827.960.5811.289.38d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.390.500.110.500.500.500.500.500.500.50k, delay calibration 35.9150.0330.6227.1941.8637.3314.0929.0432.3811.5830.8721.02d1, Uniform Delay [s] 47252541758970838190913153319211338424c, Capacity [veh/h] 1529331612531547340012561468307669615572973826s, saturation flow rate [veh/h] 0.200.150.160.150.100.280.380.320.420.140.410.36(v / s)_i Volume / Saturation Flow Rate 0.310.160.330.380.210.330.620.430.580.590.450.58g / C, Green / Cycle 371940462540745170715470g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 171 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.39 29.2568.82 33.55 42.7459.8917.2430.41 42.15d_M, Delay for Movement [s/veh]33.1212.16 60.34 D CE DCEBDMovement LOS C CBE 49.03 49.48d_A, Approach Delay [s/veh]32.6236.47 D DApproach LOS D C 39.67d_I, Intersection Delay [s/veh] DIntersection LOS 0.851Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 172 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.698Volume to Capacity (v/c): CLevel Of Service: 22.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 10152110115010441622161817222398Total Analysis Volume [veh/h] 23802538261454543599Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 91428951419801520151715820366Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.861.861.861.861.861.861.861.861.861.861.861.86Growth Rate 20.001.300.000.002.100.000.000.0011.102.400.001.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 57685176527811898511197Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 173 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0520052003800380Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 174 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 480.90480.8597.68331.30341.9214.7023.4913.62135.24339.2195th-Percentile Queue Length [ft] 19.2419.233.9113.2513.680.590.940.545.4113.5795th-Percentile Queue Length [veh] 331.58331.5554.27211.93220.238.1713.057.5775.13218.1150th-Percentile Queue Length [ft] 13.2613.262.178.488.810.330.520.303.018.7250th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoYesCritical Lane Group CCCBBDBCCCLane Group LOS 22.6622.6034.9117.4417.3435.2217.8624.0920.9234.67d, Delay for Lane Group [s/veh] 0.800.800.520.650.640.120.060.050.310.71X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.314.272.111.281.210.430.170.231.307.63d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.290.290.110.180.180.110.500.500.500.50k, delay calibration 18.3518.3432.8016.1516.1334.7917.7023.8519.6227.04d1, Uniform Delay [s] 953955195906947129655382624557c, Capacity [veh/h] 18711876476178018613451724108716431378s, saturation flow rate [veh/h] 0.410.410.210.330.330.050.020.020.120.29(v / s)_i Volume / Saturation Flow Rate 0.510.510.510.510.510.510.380.380.380.38g / C, Green / Cycle 46464646464634343434g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 175 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.38 17.4435.22 34.91 22.6622.6317.8634.67 20.92d_M, Delay for Movement [s/veh]17.8620.92 24.09 B BD CCCBCMovement LOS C BCC 17.62 23.39d_A, Approach Delay [s/veh]19.8630.16 B CApproach LOS C B 22.48d_I, Intersection Delay [s/veh] CIntersection LOS 0.698Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 176 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 65.597Volume to Capacity (v/c): FLevel Of Service: 321.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 33625164839814481473173129123320818Total Analysis Volume [veh/h] 84629121243623779782358525Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 30923154449013321352922878421419117Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.625.625.625.625.625.625.625.625.625.625.625.62Growth Rate 0.000.001.300.000.800.000.000.000.000.002.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5541279162372452511538343Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 177 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0700070002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 047080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 178 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1280.151111.332272.582198.85493.91545.731680.66259.58454.6995th-Percentile Queue Length [ft] 51.2144.4590.9087.9519.7621.8367.2310.3818.1995th-Percentile Queue Length [veh] 941.69836.001262.551507.46274.40352.371031.87156.88280.0150th-Percentile Queue Length [ft] 37.6733.4450.5060.3010.9814.0941.276.2811.2050th-Percentile Queue Length [veh] NoNoNoNoYesNoYesNoNoCritical Lane Group FFFFFFFEFLane Group LOS 62.8147.611746.37137.07449.27148.471529.4755.08174.45d, Delay for Lane Group [s/veh] 1.081.044.731.261.801.184.260.871.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 50.3135.111702.00124.57404.28110.971489.4218.56138.30d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.490.500.280.50k, delay calibration 12.5012.5044.3612.5044.9837.5040.0536.5236.15d1, Uniform Delay [s] 1317137210212258226995269185c, Capacity [veh/h] 182419003361696216152741615851s, saturation flow rate [veh/h] 0.780.751.440.9164.130.201.470.140.27(v / s)_i Volume / Saturation Flow Rate 0.720.720.720.720.720.170.170.170.17g / C, Green / Cycle 656565656515151515g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCRCRCLane Group Lane Group Calculations 179 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 137.07 137.07449.27 1746.37 62.8154.19148.47174.45 174.45d_M, Delay for Movement [s/veh]1529.4755.08 1529.47 F FF EFDFFMovement LOS F FEF 164.17 300.13d_A, Approach Delay [s/veh]921.45113.85 F FApproach LOS F F 321.35d_I, Intersection Delay [s/veh] FIntersection LOS 65.597Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------4-2Ring 1 Sequence 180 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.649Volume to Capacity (v/c): BLevel Of Service: 16.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 200261019227567220549350Total Analysis Volume [veh/h] 10065048691681013788Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 200240017725863120515329Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.006.300.001.700.001.200.000.001.200.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 100159011717141810341218Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 181 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 020020200058007012Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 182 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.65224.85187.04123.46356.381.13166.89122.9495th-Percentile Queue Length [ft] 0.078.997.484.9414.260.056.684.9295th-Percentile Queue Length [veh] 0.92131.00103.9168.59231.590.6392.7268.3050th-Percentile Queue Length [ft] 0.045.244.162.749.260.033.712.7350th-Percentile Queue Length [veh] NoYesNoNoYesNoNoYesCritical Lane Group CCDBBBABLane Group LOS 31.3131.3138.1610.3716.3014.516.3417.28d, Delay for Lane Group [s/veh] 0.010.590.570.320.680.000.450.66X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.015.762.950.993.670.021.206.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.210.500.500.500.500.50k, delay calibration 31.3025.5535.229.3812.6314.495.1411.07d1, Uniform Delay [s] 2684413358569954201220533c, Capacity [veh/h] 136713671531145416907851690839s, saturation flow rate [veh/h] 0.000.190.130.190.400.000.320.42(v / s)_i Volume / Saturation Flow Rate 0.170.320.170.590.590.590.720.72g / C, Green / Cycle 1529155353536565g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 183 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.16 31.3138.16 31.31 31.3131.3110.3717.28 6.34d_M, Delay for Movement [s/veh]16.306.34 14.51 D CD CCCBAMovement LOS B BAB 34.21 31.31d_A, Approach Delay [s/veh]14.5810.60 C CApproach LOS B B 16.90d_I, Intersection Delay [s/veh] BIntersection LOS 0.649Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 184 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.915Volume to Capacity (v/c): DLevel Of Service: 42.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8572951947451021558157442950211Total Analysis Volume [veh/h] 214713012112641451431071253Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 821284974341941455755041148111Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.781.781.781.781.781.781.781.781.781.781.781.78Growth Rate 0.700.001.100.004.300.000.001.006.501.300.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4611627924235383133092312706Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 185 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 616100610071330468Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 140Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 186 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 738.2027.29724.4444.9342.78106.80255.71257.37602.87617.19296.828.2595th-Percentile Queue Length [ft] 29.531.0928.981.801.714.2710.2310.2924.1124.6911.870.3395th-Percentile Queue Length [veh] 546.5015.16534.8124.9623.7759.33153.96155.21432.36444.34185.224.5850th-Percentile Queue Length [ft] 21.860.6121.391.000.952.376.166.2117.2917.777.410.1850th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group CCECCCCCDEDBLane Group LOS 25.7325.6166.1526.0025.8729.5022.2422.2350.6073.5342.2416.43d, Delay for Lane Group [s/veh] 0.820.040.930.070.060.180.320.320.930.920.480.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.310.0221.470.050.040.140.930.9222.7925.641.550.10d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.420.110.110.110.500.500.500.500.500.50k, delay calibration 18.4225.5944.6825.9625.8429.3521.3221.3127.8047.8940.6916.34d1, Uniform Delay [s] 10427605586467295799219296164671052456c, Capacity [veh/h] 16041900136816151822140318651881120915943592872s, saturation flow rate [veh/h] 0.530.020.380.030.020.070.160.160.470.270.140.01(v / s)_i Volume / Saturation Flow Rate 0.650.400.400.400.400.400.490.490.530.290.290.53g / C, Green / Cycle 915656565656696974414174g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 187 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 25.87 26.0029.50 66.15 25.7325.6122.2416.43 42.24d_M, Delay for Movement [s/veh]22.2473.53 50.60 C CC CECCDMovement LOS B CED 27.81 40.66d_A, Approach Delay [s/veh]36.1556.19 C DApproach LOS E D 42.51d_I, Intersection Delay [s/veh] DIntersection LOS 0.915Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 188 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.564Volume to Capacity (v/c): CLevel Of Service: 30.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1384381473125031649327516983195186Total Analysis Volume [veh/h] 35109377812641236942214947Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1304111382934721548725815978183175Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.131.131.131.131.131.131.131.131.131.131.131.13Growth Rate 0.000.300.000.400.200.000.000.403.500.000.601.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1153641222594181367722814169162155Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 189 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.01.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 03011027811981493939Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 061025147883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 145Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 190 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 485.55101.49264.33421.53117.21107.79341.18204.44105.12258.38240.7995th-Percentile Queue Length [ft] 19.424.0610.5716.864.694.3113.658.184.2010.349.6395th-Percentile Queue Length [veh] 335.3856.38160.46283.4765.1259.88219.65116.0958.40155.97142.8050th-Percentile Queue Length [ft] 13.422.266.4211.342.602.408.794.642.346.245.7150th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group CBCCBCDDDDDLane Group LOS 23.5715.8120.6323.0718.2333.2947.3538.2438.7649.1751.94d, Delay for Lane Group [s/veh] 0.570.280.360.500.360.170.560.430.170.460.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.371.301.181.732.190.560.990.740.790.767.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.440.110.110.500.110.50k, delay calibration 21.2014.5119.4521.3416.0432.7346.3637.5037.9648.4044.73d1, Uniform Delay [s] 10055308611014457562493393477427324c, Capacity [veh/h] 181799816091896916161518921315161518891209s, saturation flow rate [veh/h] 0.320.150.190.270.180.060.150.130.050.100.15(v / s)_i Volume / Saturation Flow Rate 0.550.610.530.530.610.350.260.320.300.230.32g / C, Green / Cycle 8088787888503847433347g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 191 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 23.07 20.6318.23 15.81 23.5723.5733.2951.94 49.17d_M, Delay for Movement [s/veh]47.3538.76 38.24 C CB CBCCDMovement LOS D DDD 21.48 21.99d_A, Approach Delay [s/veh]42.0548.41 C CApproach LOS D D 30.33d_I, Intersection Delay [s/veh] CIntersection LOS 0.564Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 192 4/1/2016 LEVEL OF SERVICE Site: 11th Avenue/College Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS F C B D F Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: 11th Avenue/College Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 245 1.2 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.8 8 T1 407 0.7 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.8 18 R2 358 1.2 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.7 Approach 1010 1.0 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.8 East: College Street 1 L2 131 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 21.1 6 T1 310 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 20.9 16 R2 122 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 20.6 Approach 563 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 20.9 North: 11th Avenue 7 L2 114 0.0 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 22.0 4 T1 227 0.0 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 21.8 14 R2 105 1.4 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 21.4 Approach 447 0.3 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 21.8 West: College Street 5 L2 126 0.0 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.7 2 T1 468 1.3 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.6 12 R2 196 0.0 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.3 Approach 790 0.8 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.5 All Vehicles 2810 0.6 1.383 85.9 LOS F 99.5 2506.4 0.90 2.98 12.8 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Harper Puckett Road/Baxter Lane - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS B F A D E Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 11:21:49 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Harper Puckett Road/Baxter Lane - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Cottonwood Road 3 L2 267 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 29.8 8 T1 130 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 30.0 18 R2 347 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 30.2 Approach 745 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 30.0 East: Baxter Lane 1 L2 239 0.0 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.9 6 T1 516 3.7 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.8 16 R2 217 7.1 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.6 Approach 972 3.6 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.8 North: Harper Puckett Road 7 L2 150 5.3 0.263 9.9 LOS A 0.8 21.4 0.61 0.61 30.5 4 T1 57 0.0 0.146 7.8 LOS A 0.5 11.3 0.57 0.57 33.8 14 R2 31 0.0 0.146 7.8 LOS A 0.5 11.3 0.57 0.57 32.8 Approach 237 3.3 0.263 9.1 LOS A 0.8 21.4 0.59 0.60 31.5 West: Baxter Lane 5 L2 48 0.0 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 26.0 2 T1 564 1.7 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 25.9 12 R2 200 0.0 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 25.3 Approach 812 1.2 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 25.7 All Vehicles 2765 1.9 1.080 38.9 LOS E 40.9 1050.7 0.86 1.38 22.7 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 11:21:49 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Flanders Mill Road/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS C B C C Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:37 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Flanders Mill Road/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Durston Road 6 T1 778 0.6 0.799 18.7 LOS C 9.3 235.0 0.74 0.62 20.9 16 R2 107 1.6 0.799 18.7 LOS C 9.3 235.0 0.74 0.62 20.6 Approach 886 0.7 0.799 18.7 LOS C 9.3 235.0 0.74 0.62 20.9 North: Flanders Mill Road 7 L2 72 0.0 0.389 10.3 LOS B 1.6 38.8 0.61 0.65 22.5 14 R2 200 0.0 0.389 10.3 LOS B 1.6 38.8 0.61 0.65 22.0 Approach 272 0.0 0.389 10.3 LOS B 1.6 38.8 0.61 0.65 22.1 West: Durston Road 5 L2 182 0.0 0.760 15.5 LOS C 7.9 199.0 0.48 0.25 21.6 2 T1 739 0.5 0.760 15.5 LOS C 7.9 199.0 0.48 0.25 21.4 Approach 920 0.4 0.760 15.5 LOS C 7.9 199.0 0.48 0.25 21.5 All Vehicles 2078 0.5 0.799 16.2 LOS C 9.3 235.0 0.61 0.46 21.3 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:37 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Ferguson Avenue/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS D E E C E Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:51 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Ferguson Avenue/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Ferguson Avenue 3 L2 250 0.8 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.7 8 T1 336 1.8 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.7 18 R2 141 0.0 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.3 Approach 727 1.1 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.6 East: Durston Road 1 L2 160 0.0 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.3 6 T1 428 0.5 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.3 16 R2 18 0.0 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.1 Approach 606 0.4 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.3 North: Ferguson Avenue 7 L2 6 0.0 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 19.2 4 T1 313 0.6 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 19.2 14 R2 315 0.6 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 18.9 Approach 635 0.6 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 19.1 West: Durston Road 5 L2 293 1.3 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 24.2 2 T1 246 0.0 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 24.2 12 R2 186 0.0 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 23.8 Approach 725 0.5 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 24.1 All Vehicles 2692 0.7 0.956 37.4 LOS E 13.1 329.8 0.94 1.32 21.2 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:51 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Davis Lane / Oak Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS F A F F Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:51 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Davis Lane / Oak Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Oak Street 6 T1 1500 0.0 1.661 316.2 LOS F 205.2 5129.9 1.00 6.70 6.0 16 R2 466 0.3 0.279 0.0 LOS A 0.0 0.0 0.00 0.00 33.7 Approach 1967 0.1 1.661 241.2 LOS F 205.2 5129.9 0.76 5.11 7.4 North: Davis Lane 7 L2 356 0.0 0.559 15.4 LOS C 2.7 67.6 0.71 0.79 26.7 14 R2 856 1.1 0.517 0.1 LOS A 0.0 0.0 0.00 0.00 33.7 Approach 1212 0.8 0.559 4.6 LOS A 2.7 67.6 0.21 0.23 31.2 West: Oak Street 5 L2 779 4.9 1.800 377.0 LOS F 260.3 6652.6 1.00 7.12 5.2 2 T1 928 1.0 1.800 377.0 LOS F 260.3 6652.6 1.00 7.12 5.2 Approach 1707 2.8 1.800 377.0 LOS F 260.3 6652.6 1.00 7.12 5.2 All Vehicles 4886 1.2 1.800 230.0 LOS F 260.3 6652.6 0.71 4.60 7.7 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:51 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6