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Home My WebLink About18 - Traffic Impact Study - Park Place Industrial Park (Nelson Meadows) 2880 Technology Boulevard West • Bozeman, MT 59718 (406) 587-0721 • www.m-m.net Traffic Impact Study Park Place Industrial Park Bozeman, Gallatin County, Montana JJune 2018 Prepared For: Barnard Investments, LLC 701 Gold Avenue Bozeman, MT 59715 MMI Project No. 2286.007 Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Table of Contents | L Table of Contents 3XUSRVHRI5HSRUWDQG 6WXG\2EMHFWLYHV 3URSRVHG'HYHORSPHQW /RFDWLRQ 'HYHORSPHQW'HVFULSWLRQ 'HYHORSPHQW+RUL]RQ ([LVWLQJ$UHD&RQGLWLRQV 6WXG\$UHD $UHDRI,QIOXHQFH 6WXG\$UHD/DQG8VH 7UDQVSRUWDWLRQ1HWZRUN 6WXG\$UHD5RDGZD\V I-90 Frontage Road .................................... 5 Nelson Road .............................................. 5 6WXG\$UHD,QWHUVHFWLRQV East Valley Center Road & East Valley Center Spur Road ................... 6 I-90 Frontage Road & East Valley Center Spur Road .................................................. 7 I-90 Frontage Road & Nelson Road .......... 7 Nelson Road & MDT South Access ........... 8 Nelson Road & MDT North Access ........... 8 Nelson Road & Bozeman Water Reclamation Facility Secondary Access / Farm Field Access ..................................... 8 ([LVWLQJ6WXG\$UHD7UDQVSRUWDWLRQ6\VWHP 7UDIILF9ROXPHV 7UDQVLW6HUYLFH 3HGHVWULDQV %LF\FOLVWV )XWXUH,QWHUVHFWLRQ,PSURYHPHQWV &UDVK([SHULHQFH 3URMHFWHG7UDIILF 6LWH7UDIILF 'HYHORSPHQW7ULS'LVWULEXWLRQ 7ULS$VVLJQPHQW 7UDQVLW6HUYLFH 3HGHVWULDQV %LF\FOLVWV 1RQ6LWH7UDIILF 0HWKRGRI3URMHFWLRQ (VWLPDWHG9ROXPHV 7RWDO7UDIILF 7UDQVSRUWDWLRQ$QDO\VHV 0HWKRGRORJLHV 6WXG\6FHQDULRV $QDO\VLV0HWKRGRORJLHV Signalized Intersection Analyses ............21 Two-Way Stop-Controlled (TWSC) Intersections ..............................21 7UDIILF2SHUDWLRQV &DSDFLW\ /HYHORI6HUYLFH$QDO\VHV $X[LOLDU\7XUQ/DQH(YDOXDWLRQV 4XHXLQJ$QDO\VHV )LQGLQJV 1HHGIRU$Q\,PSURYHPHQWV ([LVWLQJ&RQGLWLRQV (VWLPDWHG%DFNJURXQG7UDIILF (VWLPDWHG7RWDO7UDIILF I-90 Frontage Road & Nelson Road Signal Warrant Analyses .........................27 I-90 Frontage Road & Nelson Road Mitigation Analyses ................................. 29 6LWH$FFHVVLELOLW\ 3HGHVWULDQV %LF\FOLVWV 7UDQVLW6HUYLFH &RPSOLDQFHZLWK$SSOLFDEOH/RFDO&RGHV &RQFOXVLRQV 5HFRPPHQGDWLRQV ,)URQWDJH5RDG 1HOVRQ5RDG 6XEGLYLVLRQ$FFHVVLELOLW\ *HQHUDO&RQVLGHUDWLRQV 6KDUHG/RW$FFHVVHVWR1HOVRQ5RDG /RRS5RDG$SSURDFKHVWR1HOVRQ5RDG 3HGHVWULDQ %LF\FOLVW&RQQHFWLYLW\ 5HIHUHQFHV Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana LL | Appendices $SSHQGLFHV $SSHQGL[$ /HYHORI6HUYLFH&RQFHSWV$QDO\VLV0HWKRGRORJLHV 6WDQGDUGVRI6LJQLILFDQFH $SSHQGL[% 7UDIILF&RXQW'DWD $SSHQGL[& 7ULS*HQHUDWLRQ'DWD $SSHQGL[' &DSDFLW\ /HYHORI6HUYLFH$QDO\VHV ' ' ' ' ,QWHUVHFWLRQ2SHUDWLRQV6XPPDULHV &XUUHQW'DLO\7UDIILF (VWLPDWHG%DFNJURXQG7UDIILF (VWLPDWHG7RWDO7UDIILF $SSHQGL[( $X[LOLDU\7XUQ/DQH$QDO\VHV $SSHQGL[) 4XHXLQJ$QDO\VHV $SSHQGL[* 6LJQDO:DUUDQW$QDO\VHV $SSHQGL[+ 0LWLJDWLRQ$QDO\VHV Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana List of Figures & Tables | LLL List of Figures )LJXUH6XEGLYLVLRQ/RFDWLRQ )LJXUH3UHOLPLQDU\6XEGLYLVLRQ/D\RXW )LJXUH([LVWLQJ7UDQVSRUWDWLRQ6\VWHP )LJXUH&XUUHQW'DLO\7UDIILF )LJXUH3ULPDU\7ULS'LVWULEXWLRQ )LJXUH6XEGLYLVLRQ7UDIILF$VVLJQPHQW )LJXUH(VWLPDWHG±1RQ6XEGLYLVLRQ7UDIILF*URZWK )LJXUH(VWLPDWHG%DFNJURXQG7UDIILF )LJXUH(VWLPDWHG7RWDO7UDIILF )LJXUH7UDIILF2SHUDWLRQV6XPPDU\IRU([LVWLQJ&RQGLWLRQV )LJXUH7UDIILF2SHUDWLRQV6XPPDU\IRU(VWLPDWHG%DFNJURXQG7UDIILF )LJXUH7UDIILF2SHUDWLRQV6XPPDU\IRU(VWLPDWHG7RWDO7UDIILF List of Tables 7DEOH&UDVK6WDWLVWLFVIRUWKH,QWHUVHFWLRQ$UHDRIWKH ,)URQWDJH5RDG 1HOVRQ5RDG± 7DEOH(VWLPDWHG3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQ7ULS*HQHUDWLRQ6XPPDU\ 7DEOH(VWLPDWHG4XHXH$QDO\VHV6XPPDU\ 7DEOH:DUUDQW_(LJKW+RXU9HKLFXODU9ROXPH($'7(YDOXDWLRQ6XPPDU\ 7DEOH:DUUDQW_)RXU+RXU9HKLFXODU9ROXPH($'7(YDOXDWLRQ6XPPDU\ 7DEOH,QWHUVHFWLRQ2SHUDWLRQV6XPPDU\IRUWKH,)URQWDJH5RDG 1HOVRQ5RDG ZLWKWKH$GGLWLRQRI6HSDUDWH'HGLFDWHG/HIWDQG5LJKW7XUQ/DQHV 7DEOH(VWLPDWHG7RWDO7UDIILF&RQGLWLRQV,QWHUVHFWLRQ2SHUDWLRQV6XPPDU\IRUWKH ,)URQWDJH5RDG 1HOVRQ5RDG8QGHU6LJQDOL]HG&RQWURO 7DEOH(VWLPDWHG7RWDO7UDIILF&RQGLWLRQV,QWHUVHFWLRQ2SHUDWLRQV6XPPDU\IRUWKH ,)URQWDJH5RDG 1HOVRQ5RDG8QGHU6LJQDOL]HG&RQWURO Traffic Impact Study for Park Place Industrial Park Bozeman, Gallatin County, Montana Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Purpose of Report and Study Objectives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roposed Development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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 1: Subdivision Location Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 2: Preliminary Subdivision Layout Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana =RQLQJ 7KHH[LVWLQJVLWHLVFXUUHQWO\]RQHG0/LJKW0DQXIDFWXULQJ'LVWULFWXQGHUWKH&LW\RI%R]HPDQ¶V]RQLQJ GHVLJQDWLRQ$VSURYLGHGLQWKH&LW\RI%R]HPDQ8QLILHG'HYHORSPHQW&RGH³7KHLQWHQWRIWKH0OLJKW PDQXIDFWXULQJ GLVWULFW LV WR SURYLGH IRU WKH FRPPXQLW\¶V QHHGVIRU ZKROHVDOH WUDGH VWRUDJH DQG ZDUHKRXVLQJWUXFNLQJDQGWUDQVSRUWDWLRQWHUPLQDOVOLJKWPDQXIDFWXULQJDQGVLPLODUDFWLYLWLHV7KHGLVWULFW VKRXOG EH RULHQWHG WR PDMRU WUDQVSRUWDWLRQ IDFLOLWLHV \HW DUUDQJHG WR PLQLPL]H DGYHUVH HIIHFWV RQ UHVLGHQWLDOGHYHORSPHQW´ 'HYHORSPHQW+RUL]RQ ,WLVDQWLFLSDWHGWKDWWKHSURSRVHG3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQZLOOEHIXOOEXLOWRXWZLWKLQDWHQ WRWZHOYH\HDUWLPHIUDPH7KHUHIRUHWKLVVWXG\ZLOODVVHVVDQ\LPSDFWVWKLVGHYHORSPHQWPD\KDYHRQ WKHDUHDWUDQVSRUWDWLRQV\VWHPWKURXJKWKH\HDU Existing Area Conditions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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana 7UDQVSRUWDWLRQ1HWZRUN 7KHVWXG\DUHDIRUWKH3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQZLOOIRFXVRQNH\LQWHUVHFWLRQVZLWKLQ SUR[LPLW\WRWKHSURSRVHGVLWH7KHURDGZD\VDQGLQWHUVHFWLRQVLQFOXGHGZLWKLQWKLVVWXG\DUHQRWHGLQWKH IROORZLQJVHFWLRQV 6WXG\$UHD5RDGZD\V Interstate 90 (I-90) Frontage Road Nelson Road I-90 Frontage Road 7KH 3DUN 3ODFH ,QGXVWULDO 3DUN 6XEGLYLVLRQ LV QRW FXUUHQWO\ SURSRVHG WR KDYH GLUHFW DFFHVV WR WKH ,)URQWDJH5RDGKRZHYHUWUDIILFFRQWULEXWLRQVIURPWKHSURSRVHGGHYHORSPHQWPD\KDYHDQLPSDFW RQREVHUYHGWUDIILFYROXPHVRQWKHURDGZD\:LWKLQWKHVWXG\DUHDWKH,)URQWDJH5RDGLVFODVVLILHG DVDPLQRUDUWHULDOXQGHUWKH&LW\RI%R]HPDQ¶VIXQFWLRQDOFODVVLILFDWLRQV\VWHPDVSURYLGHGLQWKH Bozeman Transportation Master Plan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elson Road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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana 6WXG\$UHD,QWHUVHFWLRQV East Valley Center Road & East Valley Center Spur Road | Existing Intersection I-90 Frontage Road & East Valley Center Spur Road | Existing Intersection I-90 Frontage Road & Nelson Road | Existing Intersection Nelson Road & Montana Department of Transportation (MDT) South Access | Existing Intersection Nelson Road & MDT North Access / Lots 22 & 23 Shared Access | Existing & Proposed Intersection Nelson Road & Bozeman Water Reclamation Facility Secondary Access / Loop Road – South Existing & Proposed Intersection Nelson Road & Lots 9 & 10 Shared Access |Proposed Intersection Nelson Road & Loop Road – North |Proposed Intersection East Valley Center Road & East Valley Center Spur Road 7KHLQWHUVHFWLRQRI(DVW9DOOH\&HQWHU5RDG8&DQG(DVW9DOOH\&HQWHU6SXU5RDG /&KDVWKHFKDUDFWHULVWLFVGHVFULEHGLQWKHIROORZLQJ Stop-Controlled, T-Intersection Stop Control on the Southbound, East Valley Center Spur Road Approach Eastbound Approach (From the West) – (1) Left Turn and (1) Through Lane Existing Left Turn Lane Bay Length = ±700 ft (Measured to Stubbs Lane) Posted Speed Limit Eastbound = 45 mph (Transitions to 60 mph East of the Intersection) Westbound Approach (From the East) – (1) Through / Right Turn Lane Posted Speed Limit Westbound = 60 mph (Transitions to 45 mph West of the Intersection) Southbound Approach (From the North) – (1) Left Turn and (1) Right Turn Lane Existing Left Turn Lane Available Queue Storage = ±450 ft (Measured to Railroad Crossing) Existing Right Turn Lane Available Queue Storage = ±125 ft (Measured to End of Lane Pavement Markings) Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana I-90 Frontage Road & East Valley Center Spur Road 7KHH[LVWLQJLQWHUVHFWLRQRIWKH,)URQWDJH5RDG3&DQG(DVW9DOOH\&HQWHU6SXU5RDG /&KDVWKHIROORZLQJFKDUDFWHULVWLFV Two-Way Stop-Controlled Intersection Stop Control on the Northbound, East Valley Center Spur Road and the Southbound, Private Access Approaches Railroad Crossing Centered ±75 ft South of the Edge of the Traveled Way on the I-90 Frontage Road Eastbound Approach (From the West) – (1) Left Turn, (1) Through, and (1) Right Turn Lane Existing Left Turn Lane Bay Length = ±50 ft (Measured to End of Lane Transition Taper) Existing Right Turn Lane Bay Length = ±620 ft (Measured to the End of the Lane Pavement Markings) Westbound Approach (From the East) – (1) Left Turn and (1) Through / Right Turn Lane Northbound Approach (From the South)– (1) Left / Through / Right Turn Lane Existing Available Queue Storage = ±480 ft (Measured to East Valley Center Road, Excluding Railroad Crossing) Southbound Approach (From the North) – (1) Left / Through / Right Turn Lane Existing Available Queue Storage = ±1,000 ft (Measured to End of Roadway) Intersection Includes an Overhead Flashing Beacon Flashing Yellow Indication for Eastbound and Westbound Traffic Flashing Red Indication for Northbound and Southbound Traffic I-90 Frontage Road & Nelson Road 7KH H[LVWLQJ LQWHUVHFWLRQ RI WKH , )URQWDJH 5RDG 3& DQG 1HOVRQ 5RDG /&LQFOXGHVWKHIHDWXUHVEHORZ Stop-Controlled, T-Intersection Stop Control on the Southbound, Nelson Road Approach Eastbound Approach (From the West) – (1) Left Turn and (1) Through Lane Existing Left Turn Lane Bay Length = ±600 ft (Measured to End of Pavement Markings) Westbound Approach (From the East) – (1) Through and (1) Right Turn Lane Existing Right Turn Lane Bay Length = ±600 ft (Measured to End of Pavement Markings) Southbound Approach (From the South) – (1) Left Turn / Through / Right Turn Lane Existing Available Queue Storage = ±275 ft (Measured to MDT Access on East Side of Roadway) Intersection Includes an Overhead Flashing Beacon Flashing Yellow Indication for Eastbound and Westbound Traffic Flashing Red Indication for Southbound Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Nelson Road & MDT South Access 7KH H[LVWLQJ LQWHUVHFWLRQ RI 1HOVRQ 5RDG ZLWK 0'7 %R]HPDQ 0DLQWHQDQFH VLWH DFFHVVHV KDV WKH IROORZLQJFKDUDFWHULVWLFV Stop-Controlled, T-Intersection Westbound, MDT Access Not Posted but Functions as Stop-Controlled Northbound Approach (From the South)– (1) Through / Right Turn Lane Southbound Approach (From the North)– (1) Left Turn / Through Lane Westbound Approach (From the East)– (1) Left Turn / Right Turn Lane Existing Available Queue Storage = ±65 ft (Measured to North-South Drive Aisle) Nelson Road Posted Speed Limit = 45 mph Nelson Road & MDT North Access 7KH H[LVWLQJ LQWHUVHFWLRQ RI 1HOVRQ 5RDG ZLWK 0'7 %R]HPDQ 0DLQWHQDQFH VLWH DFFHVVHV KDV WKH IROORZLQJFKDUDFWHULVWLFV Stop-Controlled, T-Intersection Westbound, MDT Access Not Posted but Functions as Stop-Controlled Northbound Approach (From the South)– (1) Through / Right Turn Lane Southbound Approach (From the North)– (1) Left Turn / Through Lane Westbound Approach (From the East)– (1) Left Turn / Right Turn Lane Existing Available Queue Storage = ±65 ft (Measured to North-South Drive Aisle) Nelson Road Posted Speed Limit = 45 mph Nelson Road & Bozeman Water Reclamation Facility Secondary Access / Farm Field Access 7KHH[LVWLQJLQWHUVHFWLRQRI1HOVRQ5RDGZLWKWKH&LW\RI%R]HPDQ:DWHU5HFODPDWLRQ)DFLOLW\VHFRQGDU\ DFFHVVIDUPILHOGDFFHVVKDVWKHIROORZLQJFKDUDFWHULVWLFV Two-Way Stop-Controlled Intersection Eastbound and Westbound Approaches Not Posted but Function as Stop-Controlled Eastbound Approach (From the West) – (1) Left Turn / Through / Right Turn Lane Existing Available Queue Storage = ±1,125 ft (Measured to I-90 Frontage Road Right-of-Way) Westbound Approach (From the East) – (1) Left Turn / Through / Right Turn Lane Existing Available Queue Storage = ±2,120 ft (Measured to Pond Access) Northbound Approach (From the South)– (1) Left / Through / Right Turn Lane Southbound Approach (From the North) – (1) Left / Through / Right Turn Lane Nelson Road Posted Speed Limit = 45 mph Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana ([LVWLQJ6WXG\$UHD7UDQVSRUWDWLRQ6\VWHP 7KHH[LVWLQJVWXG\DUHDURDGZD\VDQGLQWHUVHFWLRQVGHVFULEHGDERYHDUHVKRZQLQ )LJXUHEHORZ ,QFOXGHGZLWKLQWKHILJXUHLVWKHH[LVWLQJWUDIILFFRQWURODWHDFKRIWKHVWXG\DUHDLQWHUVHFWLRQVDVZHOODV WKHWUDIILFODQHFRQILJXUDWLRQV Figure 3: Existing Transportation System Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana 7UDIILF9ROXPHV 7UDIILFGDWDIRUWKHVWXG\DUHDLQWHUVHFWLRQVZHUHGHYHORSHGWKURXJKWXUQLQJPRYHPHQWFRXQWVFRQGXFWHG E\0RUULVRQ0DLHUOH&RXQWVZHUHFRQGXFWHGGXULQJWKHZHHNGD\$0RQHKRXUEHWZHHQDQG DP DQG 30 RQH KRXU EHWZHHQ DQG SP SHDN SHULRGV RQ :HGQHVGD\ )HEUXDU\DQGDUHSURYLGHGLQ$SSHQGL[%&RXQWVZHUHFRQGXFWHGDWDWLPHRI\HDUWRDOVR LQFOXGHVQRZSORZDFWLYLW\IURP0'7¶VPDLQWHQDQFHIDFLOLW\LQ%R]HPDQ7XUQLQJPRYHPHQWFRXQWGDWD ZHUHDGMXVWHGIRUVHDVRQDODQGGDLO\YDULDWLRQVEDVHGRQWKHPRVWUHFHQWO\DYDLODEOHDGMXVWPHQWIDFWRUV GHYHORSHGE\0'77KHLQWHUVHFWLRQWXUQLQJPRYHPHQWFRXQWGDWDZHUHDOVREDODQFHGIRUFRQWLQXLW\RI YHKLFXODUPRYHPHQWV7KHGDWDDUHVXPPDUL]HGLQ)LJXUHRQWKHIROORZLQJSDJH 7UDQVLW6HUYLFH 6WUHDPOLQHFXUUHQWO\SURYLGHVWUDQVLWVHUYLFHWR%HOJUDGH%R]HPDQ)RXU&RUQHUVDQG0687KLVVHUYLFH LVFXUUHQWO\IUHHIRUDOOSDVVHQJHUVZKLFKFUHDWHVDQLQFHQWLYHIRUWUDQVLWULGHUVKLS6WUHDPOLQHGRHVQRW 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&XUUHQWO\WKHSURSRVHGVFKHGXOHIRUFRPSOHWLRQRIVLJQDOL]DWLRQRIWKH(DVW9DOOH\&HQWHU6SXU5RDG DQGLWVLQWHUVHFWLRQVZLWK(DVW9DOOH\&HQWHU5RDGDQGWKH,)URQWDJH5RDGLQFOXGHVFRPSOHWLQJ GHVLJQRIWKHLPSURYHPHQWVE\)HEUXDU\DQGFRQVWUXFWLRQWHQWDWLYHO\E\WKHHQGRI$VVXFK DQDO\VHV RI WUDIILF RSHUDWLRQV WKURXJK WKH HVWLPDWHG GHYHORSPHQW KRUL]RQ IRU WKH 3DUN 3ODFH ,QGXVWULDO3DUN6XEGLYLVLRQZLOODVVXPHWKDWWKHWZRLQWHUVHFWLRQVZLOOEHVLJQDOL]HGE\WKDWWLPH 9DOOH\6SXU,QWHUVHFWLRQ,PSURYHPHQW0'7-XQHZZZPGWPWJRYSXELQYROYHYDOOH\VSXU Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 4: Current Daily Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana &UDVK([SHULHQFH &UDVK GDWD IRU WKH LQWHUVHFWLRQ RI WKH , )URQWDJH 5RDG 3& DQG 1HOVRQ 5RDG /& ZHUH REWDLQHG IURP 0'7 IRU WKH ILYH\HDU SHULRG IURP -DQXDU\ WR 'HFHPEHU'XULQJWKLVSHULRGWKHUHZHUHDWRWDORIVHYHQFUDVKHVZLWKLQWKHDUHDRIWKH LQWHUVHFWLRQZKLFKDUHVXPPDUL]HGLQ7DEOHEHORZ Table 1: Crash Statistics for the Intersection Area of the I-90 Frontage Road & Nelson Road (2013 –2017) Incident Location Crashes Weather Conditions Crashes II In Intersection 1 14.29%Clear 4 57.14% IR Intersection Related 2 28.57%Cloudy 2 28.57% NJ Non-Junction Related 4 57.14%Snow 1 14.29% Collision Type Crashes Road Surface Conditions Crash Totals Fixed Object 2 28.57%Dry 5 71.43% Right Angle 1 14.29%Slush 1 14.29% Sideswipe –Opposite Direction 1 14.29%Snow 1 14.28% Wild Animal 3 42.85% Relation to Traffic-Way Crash Totals Crash Severity Crashes On Roadway 5 71.43% Property Damage Only 7 100.00%Roadside –Left 1 14.29% Total Crashes with Injuries 0 0.00%Shoulder 1 14.28% Possible Injuries 0 0.00% Non-Incapacitating Injuries 0 0.00%Day of the Week Crash Totals Incapacitating Injuries 0 0.00%Tuesday 1 14.29% Fatal 0 0.00%Wednesday 1 14.29% Unknown 0 0.00%Thursday 2 28.57% Saturday 2 28.57% Number of Vehicles Involved Crashes Sunday 1 14.28% 1 5 71.43% 2 2 28.57%Time of Day Crash Totals Weekday, AM Peak (7 –9 AM)1 14.29% Light Conditions Crash Totals Weekday, Mid Peak (10 AM –2 PM)1 14.29% Dark –Lighted 1 14.29%Weekday, PM Peak (4 –6 PM)2 28.57% Dark –Not Lighted 2 28.57%Weekend, Off-Peak 3 13.79% Daylight 3 42.85% Dusk 1 1.72% Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Projected Traffic 6LWH7UDIILF 7ULSJHQHUDWLRQLVDPHDVXUHRUIRUHFDVWRIWKHQXPEHURIWULSVWKDWEHJLQRUHQGDWWKHGHYHORSPHQWVLWH 7KHWUDIILFJHQHUDWHGLVDIXQFWLRQRIWKHH[WHQWDQGW\SHRISURSRVHGGHYHORSPHQW7KLVVWXG\XWLOL]HG WULSJHQHUDWLRQUDWHVIRXQGLQTrip Generation, 10th EditionSXEOLVKHGE\WKH,QVWLWXWHRI7UDQVSRUWDWLRQ (QJLQHHUV,7(IRUHVWLPDWLQJDYHUDJHYHKLFOHWULSHQGVEDVHGRQ/DQG8VH&RGH±,QGXVWULDO3DUN 7ULS HQGV DUH GHILQHG DV D VLQJOH RU RQHGLUHFWLRQDO WUDYHO PRYHPHQW ZLWK HLWKHU WKH RULJLQ RU WKH GHVWLQDWLRQ RI WKH WULS LQVLGH WKH VWXG\ VLWH 7KH HVWLPDWHG SULPDU\ SXUSRVH WULS JHQHUDWLRQ IRU WKH SURSRVHG3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQLVSURYLGHGLQ7DEOHEHORZ3ULPDU\SXUSRVHWULSVDUH WKRVHZKHUHWKHVLWHLVWKHSULPDU\RULJLQRUGHVWLQDWLRQZKLFKUHVXOWLQQHZWULSVRQWKHURDGZD\V\VWHP $QDO\VHVDUHVXPPDUL]HGLQ$SSHQGL[& Table 2: Estimated Park Place Industrial Park Subdivision Trip Generation Summary Land Use Units Average Weekday Trips Average Weekday, AM Peak Hour Trips Average Weekday, PM Peak Hour Trips Enter Exit Total Enter Exit Total Enter Exit Total Industrial Park (Units = 1,000 ft2 of Gross Floor Area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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 5: Primary Trip Distribution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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 6: Subdivision Traffic Assignment Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana 7UDQVLW6HUYLFH 7UDQVLWVHUYLFHLVQRWDQWLFLSDWHGWREHDYDLODEOHWRWKHSURSRVHG3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQ 3HGHVWULDQV %LF\FOLVWV $WUDLOQHWZRUNLVLQFOXGHGDVSDUWRIWKHSURSRVHG3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQ)URPWKH VRXWKHDVWFRUQHURIWKHVXEGLYLVLRQDWWKHLQWHUVHFWLRQRIWKH,)URQWDJH5RDGDQG1HOVRQ5RDGDWUDLO LVSURSRVHGDORQJLWVVRXWKHUQDQGZHVWHUQERXQGDULHV$GGLWLRQDOO\WKHSURSRVHGWUDLOLVSODQQHGWREH LQVWDOOHGDORQJWKHQRUWKHUQERXQGDU\RI/RWVWRWKHZHVWVLGHRIWKHGLWFKWKDWIORZVWKURXJKWKH 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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana East Valley Center Road AAGR = ±2.88% I-90 Frontage Road AAGR = ±1.93% Nelson Road AAGR = ±0.50% 7KHWRWDOHVWLPDWHGQRQVLWHWUDIILFJURZWKYROXPHVEHWZHHQDQGDUHVKRZQLQ)LJXUHRQWKH 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6WXG\6FHQDULRV 7KLVVWXG\SUHVHQWVDQDO\VHVRIWKHIROORZLQJVFHQDULRV Existing Conditions Estimated 2030 Background Traffic Estimated 2030 Total Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 7: Estimated 2018 – 2030 Non-Subdivision Traffic Growth Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 8: Estimated 2030 Background Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 9: Estimated 2030 Total Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana $QDO\VLV0HWKRGRORJLHV 7UDQVSRUWDWLRQV\VWHPRSHUDWLQJFRQGLWLRQVDUHW\SLFDOO\GHVFULEHGLQWHUPVRI³OHYHORIVHUYLFH´/HYHORI VHUYLFH/26LVWKHSHUIRUPDQFHPHDVXUHXVHGWRHYDOXDWHWKHFXPXODWLYHHIIHFWVRIVXFKWKLQJVDV WUDYHOVSHHGWUDIILFYROXPHVURDGZD\DQGLQWHUVHFWLRQFDSDFLW\WUDYHOGHOD\DQGWUDIILFLQWHUUXSWLRQV 2SHUDWLQJFRQGLWLRQVDUHGHVLJQDWHGDV/26$WKURXJK/26)ZKLFKUHSUHVHQWVWKHPRVWIDYRUDEOHWR 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KRXURIJUHHQSHUODQHSFSKJSODVWKHPD[LPXPVDWXUDWLRQIORZRIDVLQJOHODQHDWDQLQWHUVHFWLRQ7KLV VDWXUDWLRQIORZUDWHLVDGMXVWHGWRDFFRXQWIRUODQHZLGWKRQVWUHHWSDUNLQJFRQIOLFWLQJSHGHVWULDQVWUDIILF FRPSRVLWLRQDQGVKDUHGODQHPRYHPHQWV$YHUDJHGHOD\LVFDOFXODWHGE\WDNLQJDYROXPHZHLJKWHG DYHUDJHRIDOOWKHGHOD\VIRUDOOYHKLFOHVHQWHULQJWKHLQWHUVHFWLRQ Two-Way Stop-Controlled (TWSC) Intersections 7ZRZD\VWRSFRQWUROOHG7:6&LQWHUVHFWLRQFDSDFLW\DQGOHYHORIVHUYLFHDQDO\VHVZHUHSHUIRUPHG XVLQJHCS TWSC Version 7.4GHYHORSHGDQGPDLQWDLQHGE\WKH0F7UDQV&HQWHUDWWKH8QLYHUVLW\RI )ORULGD8QVLJQDOL]HGLQWHUVHFWLRQDQDO\VHVDUHEDVHGRQ&KDSWHURIWKH+&07KH+&0PHWKRGRORJ\ IRUHYDOXDWLQJ7:6&LQWHUVHFWLRQVLVEDVHGRQJDSDFFHSWDQFHDQGFRQIOLFWLQJWUDIILFIRUYHKLFOHVVWRSSHG RQWKHPLQRUVWUHHWDSSURDFKHV7KHFULWLFDOJDSRUPLQLPXPDFFHSWDEOHJDSLVGHILQHGDVWKHPLQLPXP WLPHLQWHUYDOLQWKHPDMRUVWUHHWWUDIILFVWUHDPWKDWDOORZVHQWU\IRURQHPLQRUVWUHHWYHKLFOH$YHUDJH FRQWUROGHOD\DQG/26IRUWKH³ZRUVWDSSURDFK´DUHUHSRUWHG/HYHORIVHUYLFHLVQRWGHILQHGIRUWKH LQWHUVHFWLRQDVDZKROH Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana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¶V SURSRVHGSURMHFWIRUVLJQDOL]DWLRQRIWKRVHWZRLQWHUVHFWLRQVZHUHLQFRUSRUDWHGZLWKWKHDQDO\VHVIRU HVWLPDWHGEDFNJURXQGDQGWRWDOWUDIILFYROXPHV7KHDQDO\VHVDUHVXPPDUL]HGLQWKHIROORZLQJ ILJXUHVDQGGHWDLOHGUHVXOWVDUHLQFOXGHGLQ$SSHQGL[' Figure 10: Traffic Operations Summary for 2018 Existing Conditions – Page 23 Figure 11: Traffic Operations Summary for 2030 Estimated Background Traffic – Page 24 Figure 12: Traffic Operations Summary for 2030 Estimated Total Traffic – Page 25 $X[LOLDU\7XUQ/DQH(YDOXDWLRQV $X[LOLDU\WXUQODQHHYDOXDWLRQVZHUHSHUIRUPHGXVLQJFULWHULDIRXQGLQ0'7¶VTraffic Engineering Manual 1RYHPEHU IRU HVWLPDWHG WRWDO WUDIILF FRQGLWLRQV IRU WKH IROORZLQJ LQWHUVHFWLRQV RQ 1HOVRQ5RDG Nelson Road & MDT North Access / Lots 22 & 23 Shared Access Nelson Road & Bozeman Water Reclamation Facility Secondary Access / Loop Road – South Nelson Road & Lots 9 & 10 Shared Access Nelson Road & Loop Road – North 7KHDQDO\VHVGLGQRWILQGWKDWQRUWKERXQGOHIWWXUQODQHVZRXOGEHMXVWLILHGDWDQ\RIWKHLQWHUVHFWLRQV EDVHGRQHVWLPDWHGWRWDOWUDIILFYROXPHVIRUWKHZHHNGD\$0RU30SHDNSHULRGV7KHDQDO\VHV IRUHVWLPDWHGWRWDOWUDIILFFRQGLWLRQVDUHSURYLGHGLQ$SSHQGL[( Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 10: Traffic Operations Summary for 2018 Existing Conditions Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 11: Traffic Operations Summary for 2030 Estimated Background Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Figure 12: Traffic Operations Summary for 2030 Estimated Total Traffic Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana 4XHXLQJ$QDO\VHV $QDO\VHVRITXHXHVWRUDJHUHTXLUHPHQWVZHUHSHUIRUPHGIRUWKH3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQ SURSRVHGDFFHVVHVRQWR1HOVRQ5RDGEDVHGRQHVWLPDWHGWRWDOWUDIILFYROXPHVLQDFFRUGDQFHZLWK WKH+&00LQLPXPTXHXHVWRUDJHUHTXLUHPHQWVZHUHHYDOXDWHGEDVHGRQDWUXFNIRUGHVLJQ7KHTXHXLQJ DQDO\VHVDUHSURYLGHGLQ$SSHQGL[)DQGVXPPDUL]HGLQ7DEOHEHORZ Table 3: Estimated Queue Analyses Summary Intersection Roadway & Approach Analysis Time Period Minimum Calculated Queue Length (ft) [veh] Minimum Design Queue Storage (ft) [veh] Ideal Design Queue Storage (ft) [veh] Nelson Road & the Lots 22 & 23 Shared Access Lots 22 & 23 Shared Access EB Weekday, AM Peak 9.06 [0.20] 45.00 [1.00] 78.50 [1.00] Weekday, PM Peak 39.32 [0.87]45.00 [1.00]78.50 [1.00] Recommended Minimum Queue Storage =75.00 [1.00] Nelson Road & Loop Road –South Loop Road South EB Weekday, AM Peak 20.36 [0.45]45.00 [1.00]78.50 [1.00] Weekday, PM Peak 89.08 [1.98]90.00 [2.00]157.00 [2.00] Recommended Minimum Queue Storage =125.00 [2.00] Nelson Road & the Lots 9 & 10 Shared Access Lots 9 & 10 Shared Access EB Weekday, AM Peak 0.00 [0.00] 0.00 [0.00] 0.00 [0.00] Weekday, PM Peak 35.36 [0.79]45.00 [1.00]78.50 [1.00] Recommended Minimum Queue Storage =75.00 [1.00] Nelson Road & Loop Road –North Loop Road North EB Weekday, AM Peak 11.47 [0.25]45.00 [1.00]78.50 [1.00] Weekday, PM Peak 50.50 [1.12]90.00 [2.00]157.00 [2.00] Recommended Minimum Queue Storage =125.00 [2.00] Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Findings 1HHGIRU$Q\,PSURYHPHQWV ([LVWLQJ&RQGLWLRQV &DSDFLW\DQGOHYHORIVHUYLFHDQDO\VHVEDVHGRQFXUUHQWGDLO\WUDIILFFRQGLWLRQVVKRZWKDWWKHQRUWKERXQG DSSURDFKDWWKHLQWHUVHFWLRQRIWKH,)URQWDJH5RDGDQG(DVW9DOOH\&HQWHU6SXU5RDGLVFXUUHQWO\ RSHUDWLQJDW/26'GXULQJWKHZHHNGD\30SHDNKRXU7KHFXUUHQWO\SURSRVHGVLJQDOL]DWLRQRIWKH LQWHUVHFWLRQE\0'7ZLWKWKHLUValley Spur Intersection Improvement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rontage Road & Nelson Road Signal Warrant Analyses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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana ³:DUUDQW(LJKW+RXU9HKLFXODU9ROXPH´DQG³:DUUDQW)RXU+RXU9HKLFXODU9ROXPH´VLPLODUO\WR FULWHULDRXWOLQHGLQWKHManual on Uniform Traffic Control Devices SXEOLVKHGE\WKH)HGHUDO+LJKZD\ $GPLQLVWUDWLRQ -XQH &ULWHULD DUH QRW HYDOXDWHG IRU³:DUUDQW 3HDN +RXU´ EDVHG RQ HVWLPDWHGDYHUDJHGDLO\WUDIILFYROXPHV7KHDQDO\VHVIRUWKHLQWHUVHFWLRQRIWKH,)URQWDJH5RDGDQG 1HOVRQ5RDGDUHVXPPDUL]HGLQ7DEOH:DUUDQW_(LJKW+RXU9HKLFXODU9ROXPH($'7(YDOXDWLRQ 6XPPDU\DQG7DEOH:DUUDQW_)RXU+RXU9HKLFXODU9ROXPH($'7(YDOXDWLRQ6XPPDU\EHORZ DQGDUHLQFOXGHGLQ$SSHQGL[* Table 4: Warrant #1 | Eight-Hour Vehicular Volume (EADT) Evaluation Summary Warrant Conditions Warrant #1 Condition A Warrant #1 Condition B Warrant Minimum 2030 EADT Warrant Minimum 2030 EADT Eighth Highest Vehicular Volume (vph) –Major Street 5,850 9,729 8,750 9,729 Eighth Highest Vehicular Volume (vph) –Minor Street 1,750 786 900 786 Warrant #1 Satisfied?No No Table 5: Warrant #2 | Four-Hour Vehicular Volume (EADT) Evaluation Summary Warrant Conditions Warrant Minimum 2030 EADT Fourth Highest Vehicular Volume (vph) –Major Street - 802 Fourth Highest Vehicular Volume (vph) –Minor Street 60 65 Warrant #2 Satisfied?Yes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raffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana I-90 Frontage Road & Nelson Road Mitigation Analyses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¶VUHTXLUHPHQW7KHUHVXOWVRIWKHFDSDFLW\DQGOHYHO RIVHUYLFHDQDO\VHVDUHVXPPDUL]HGLQ$SSHQGL[+DQGWKHIROORZLQJWDEOHV Table 6: Intersection Operations Summary for the I-90 Frontage Road & Nelson Road with the Addition of Separate, Dedicated Left- and Right-Turn Lanes – Page 30 Table 7: Estimated 2030 Total Traffic Conditions Intersection Operations Summary for the I-90 Frontage Road & Nelson Road under Signalized Control – Page 31 Table 8: Estimated 2045 Total Traffic Conditions Intersection Operations Summary for the I-90 Frontage Road & Nelson Road under Signalized Control – Page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¶VDQDO\VLVSURFHGXUHVIRUDX[LOLDU\OHIWWXUQODQHVRQWZRODQHKLJKZD\VZLWKD Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana SRVWHGVSHHGOLPLWRIPSK,PSURYLQJ1HOVRQ5RDGWRD&LW\RI%R]HPDQFROOHFWRUURDGZD\VWDQGDUG PD\DOORZIRUWKHLQFOXVLRQRIDWZRZD\OHIWWXUQODQHIRUWKHORQJWHUPIXQFWLRQDOLW\RI1HOVRQ5RDG Table 6: Intersection Operations Summary for the I-90 Frontage Road & Nelson Road with the Addition of Separate, Dedicated Left- and Right-Turn Lanes Analysis Scenario VehicularMovement LOS Delay(sec/veh)Entry Volume(veh) Volume to Capacity Ratio(v/c) HCS 95% Max Queue Length(veh) HCS 95% Max Queue Length(ft) Weekday, AM Peak Hour Estimated 2030 Total Traffic Conditions Stop-Controlled Intersection with Added SB Turn Lanes EB L A 8.2 180 0.16 0.6 15 EB T A - 450 0.26 0.0 0 WB T A - 165 0.10 0.0 0 WB R A - 77 0.05 0.0 0 SB L E 39.9 71 0.45 2.1 53 SB R A 9.7 61 0.08 0.3 8 Weekday, PM Peak Hour Estimated 2030 Total Traffic Conditions Stop-Controlled Intersection with Added SB Turn Lanes EB L A 9.0 63 0.07 0.2 5 EB T A -278 0.16 0.0 0 WB T A -532 0.31 0.0 0 WB R A -76 0.05 0.0 0 SB L D 28.8 85 0.38 1.7 43 SB R C 15.8 163 0.35 1.5 38 EB = Eastbound; WB = Westbound; and SB = Southbound L = Left; T = Through; and R = Right = Substandard Level-of-Service Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Table 7: Estimated 2030 Total Traffic Conditions Intersection Operations Summary for the I-90 Frontage Road & Nelson Road under Signalized Control Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCS 95% Max Queue Length (veh) HCS 95% Max Queue Length (ft) Weekday, AM Peak Hour Estimated 2030 Total Traffic Conditions Signalized Intersection Intersection A 6.4 1,004 0.40 - - EB L A 7.4 180 0.33 1.2 29 EB T A 6.8 450 0.60 2.5 62 WB T A 5.3 165 0.22 0.7 18 WB R A 2.6 77 0.09 0.1 2 SB L B 12.7 71 0.31 0.8 20 SB R A 0.0 61 0.00 0.0 0 Weekday, PM Peak Hour Estimated 2030 Total Traffic Conditions Signalized Intersection Intersection A 6.2 1,197 0.42 -- EB L B 10.7 63 0.17 0.6 14 EB T A 5.7 278 0.34 1.2 30 WB T A 7.0 532 0.65 2.8 70 WB R A 2.5 76 0.08 0.0 1 SB L B 12.8 85 0.34 0.9 22 SB R A 0.0 163 0.00 0.0 0 EB = Eastbound; WB = Westbound; and SB = Southbound L = Left; T = Through; and R = Right Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Table 8: Estimated 2045 Total Traffic Conditions Intersection Operations Summary for the I-90 Frontage Road & Nelson Road under Signalized Control Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCS 95% Max Queue Length (veh) HCS 95% Max Queue Length (ft) Weekday, AM Peak Hour Estimated 2045 Total Traffic Conditions Signalized Intersection Intersection A 7.1 1,217 0.52 - - EB L A 8.0 181 0.35 1.3 33 EB T A 7.9 600 0.78 3.9 97 WB T A 5.4 219 0.29 1.0 25 WB R A 2.5 78 0.09 0.0 1 SB L B 13.1 76 0.33 0.9 22 SB R A 0.0 63 0.00 0.0 0 Weekday, PM Peak Hour Estimated 2045 Total Traffic Conditions Signalized Intersection Intersection A 6.7 1,476 0.52 -- EB L B 13.3 65 0.22 0.8 19 EB T A 5.4 370 0.40 1.7 42 WB T A 7.5 709 0.77 4.4 110 WB R A 2.3 82 0.08 0.0 1 SB L B 15.2 87 0.39 1.2 29 SB R A 0.0 163 0.00 0.0 0 EB = Eastbound; WB = Westbound; and SB = Southbound L = Left; T = Through; and R = Right Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana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esign Standards and Specifications Policy DWDPLQLPXP,PSURYHPHQWVWR1HOVRQ5RDGDVUHTXLUHGE\WKH &LW\RI%R]HPDQVKRXOGEHLQVWDOOHGLQDFFRUGDQFHZLWKWKHUHFRPPHQGDWLRQVRIWKH%R]HPDQ703 Conclusions & Recommendations $QDO\VLVRIWULSJHQHUDWLRQHVWLPDWHVDQGWUDIILFRSHUDWLRQVUHYHDOWKDWWKHSURSRVHG3DUN3ODFH,QGXVWULDO 3DUN6XEGLYLVLRQZLOOKDYHPLQLPDOLPSDFWRQWKHDUHDWUDQVSRUWDWLRQV\VWHP,IWKHEHORZLPSURYHPHQWV DUH LPSOHPHQWHG DV UHFRPPHQGHG DQ\ LPSDFWV UHVXOWLQJ IURP WKHSURSRVHG GHYHORSPHQW VKRXOG RSHUDWHVDIHO\DQGHIILFLHQWO\$OOWUDIILFFRQWUROLPSURYHPHQWVVKRXOGEHLQVWDOOHGLQDFFRUGDQFHZLWK&LW\ RI%R]HPDQ0'7DQGWKHManual on Uniform Traffic Control DevicesVWDQGDUGV ,)URQWDJH5RDG 1HOVRQ5RDG 'HSHQGLQJRQWKHUDWHDQGQDWXUHRIGHYHORSPHQWZLWKLQWKH3DUN3ODFH,QGXVWULDO3DUN6XEGLYLVLRQWKH LQWHUVHFWLRQRIWKH,)URQWDJH5RDGDQG1HOVRQ5RDGPD\UHTXLUHVLJQDOL]DWLRQLQWKHIXWXUH7KH IROORZLQJDUHUHFRPPHQGHGWRDGGUHVVIXWXUHPLWLJDWLRQ Design and partial installation (as determined by the Montana Department of Transportation) of the signal infrastructure be completed with the initial development of the Park Place Industrial Park Subdivision. Improvements to Nelson Road at the intersection with the development of the Park Place Industrial Park Subdivision include separate, dedicated left- and right-turn lanes each with a minimum queue storage of 150 feet. Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana 6XEGLYLVLRQ$FFHVVLELOLW\ *HQHUDO&RQVLGHUDWLRQV Subdivision accesses and roadways should be installed in accordance with the City of Bozeman’s design standards. Subdivision accesses and roadways should be designed for the appropriate vehicles that may access the facility, including emergency and solid waste vehicles. Due to the potential for truck activity, a minimum design vehicle of a WB-62 per the American Association of State Highway and Transportation Officials (AASHTO) A Policy on Geometric Design of Highways and Streets,2011 6th Edition is recommended to accommodate potential future land uses. Adequate sight distance must be preserved at driveways, intersections, and crosswalks for driver, pedestrian, and bicyclist safety in accordance with City of Bozeman and AASHTO standards. Full access approaches are currently proposed for the subdivision and are recommended in consideration of the following: Proposed accesses must meet the City of Bozeman access spacing standards. If it is not possible for a proposed access to meet the City of Bozeman access spacing standards, A Modification of Property Access Standards request must be approved by the City Engineer. 6KDUHG/RW$FFHVVHVWR1HOVRQ5RDG Stop control is recommended for the eastbound approach for the shared access to Lots 9 & 10 as well as the shared access to Lots 22 & 23. A minimum queue storage length of 75.00 feet to accommodate a queued truck is recommended for the shared access to Lots 9 & 10 as well as the shared access to Lots 22 & 23. /RRS5RDG$SSURDFKHVWR1HOVRQ5RDG Stop control is recommended for each of the eastbound Loop Road (North and South) approaches to Nelson Road. Single lanes are recommended for each of the eastbound Loop Road (North and South) approaches to Nelson Road. A minimum queue storage length of 125.00 feet from the stop bar on the proposed eastbound Loop Road (North and South) approaches to Nelson Road is recommended. 3HGHVWULDQ %LF\FOLVW&RQQHFWLYLW\ Trail / shared-use path crossings of interior roadways are recommended to be installed perpendicular to the roadway in order to reduce the crossing distance and allow for easier detection by vision impaired pedestrians. Trail / shared-use path and sidewalks should be installed in accordance with the City of Bozeman, Montana Department of Transportation, Gallatin County, and/or Americans with Disabilities Act (ADA) standards as appropriate. Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana References $PHULFDQ$VVRFLDWLRQRI6WDWH+LJKZD\DQG7UDQVSRUWDWLRQ2IILFLDOV$XJXVW$3ROLF\RQ *HRPHWULF'HVLJQRI+LJKZD\VDQG6WUHHWVWK(GLWLRQ:DVKLQJWRQ'&$XWKRU %HFKWOH$UFKLWHFWV0D\3DUN3ODFH±%DUQDUG,QYHVWPHQWV%R]HPDQ07$XWKRU %RODQ'DQLHOOH&$SULO³6LJQDO:DUUDQWV6WXG\´0HPRUDQGXP3 1HOVRQ5G %R]HPDQ+HOHQD070RQWDQD'HSDUWPHQWRI7UDQVSRUWDWLRQ &LW\ RI %R]HPDQ )HEUXDU\ %R]HPDQ 8QLILHG 'HYHORSPHQW &RGH %R]HPDQ 07 $XWKRU &LW\RI%R]HPDQ±(QJLQHHULQJ'LYLVLRQ0D\ 'HVLJQ 6WDQGDUGV DQG 6SHFLILFDWLRQV 3ROLF\%R]HPDQ07$XWKRU ,QVWLWXWH RI 7UDQVSRUWDWLRQ (QJLQHHUV 7UDQVSRUWDWLRQ ,PSDFW $QDO\VHV IRU 6LWH 'HYHORSPHQW$Q,7(3URSRVHG5HFRPPHQGHG3UDFWLFH:DVKLQJWRQ'&$XWKRU ,QVWLWXWH RI 7UDQVSRUWDWLRQ (QJLQHHUV 6HSWHPEHU 7ULS *HQHUDWLRQ WK (GLWLRQ :DVKLQJWRQ'&$XWKRU ,QVWLWXWHRI7UDQVSRUWDWLRQ(QJLQHHUV6HSWHPEHU7ULS*HQHUDWLRQ+DQGERRNUG(GLWLRQ :DVKLQJWRQ'&$XWKRU 0LOOHU%U\DQ-DQXDU\³3OHDVH$SSURYHWKH$OLJQPHQWDQG*UDGH5HYLHZIRUWKLVSURMHFW´ 0HPRUDQGXP+6,39DOOH\6SXU,QW[,PSUY831:RUN7\SH±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±)HGHUDO+LJKZD\$GPLQLVWUDWLRQ0D\0DQXDO RQ8QLIRUP7UDIILF&RQWURO'HYLFHVIRU6WUHHWVDQG+LJKZD\V(GLWLRQZLWK5HYLVLRQ1XPEHUV DQG:DVKLQJWRQ'&$XWKRU APPENDIX A LEVEL OF SERVICE CONCEPTS, ANALYSIS METHODOLOGIES, & STANDARDS OF SIGNIFICANCE Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Appendix A: Level of Service Concepts, Analysis Methodologies, & Standards of Significance | $ Unsignalized Intersection Level of Service 7KHPHWKRGSUHVHQWHGLQWKH Highway Capacity Manual, 6th Edition | A Guide for Multimodal Mobility Analysis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able A-1: Level of Service Criteria for Stop-Controlled Intersections Average Control Delay Level of Service (LOS) Characteristics ≤ 10 seconds LOS A –Little or no delay 10.1 –15.0 seconds LOS B –Short traffic delay 15.1 –25.0 seconds LOS C –Average traffic delay 25.1 –35.0 seconds LOS D –Long traffic delays 35.1 –50.0 seconds LOS E –Very long traffic delays > 50.1 seconds LOS F –When the demand exceeds the capacity of the lane, extreme delays will be encountered and queuing may cause severe congestion to the intersection. Source: Highway Capacity Manual, 6th Edition | A Guide for Multimodal Mobility Analysis (Transportation Research Board, 2016) Source: Exhibit 17-20.Highway Capacity Manual 2000, Pg. 17-24 (Transportation Research Board, 2000) Figure A-1: Control Delay and Flow Rate Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana $| Appendix A: Level of Service Concepts, Analysis Methodologies, & Standards of Significance Signalized Intersection Level of Service 7KHRSHUDWLRQDODQDO\VLVPHWKRGIRUHYDOXDWLRQRIVLJQDOL]HGLQWHUVHFWLRQVSUHVHQWHGLQWKH+&0GHILQHV OHYHORIVHUYLFHLQWHUPVRIGHOD\RUPRUHVSHFLILFDOO\FRQWUROVWRSSHGGHOD\SHUYHKLFOH'HOD\LVD PHDVXUHRIGULYHUDQGRUSDVVHQJHUGLVFRPIRUWIUXVWUDWLRQIXHOFRQVXPSWLRQDQGORVWWUDYHOWLPH7KH OHYHORIVHUYLFHFULWHULDIRUVLJQDOL]HGLQWHUVHFWLRQVLVSUHVHQWHGLQ7DEOH$EHORZ Table A-2: Level of Service Criteria for Signalized Intersections Control Stopped Delay Per Vehicle Level of Service (LOS) Characteristics ≤ 10 seconds LOS A –Operations with very low delay. This occurs when progression is extremely favorable, and most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. 10.1 –20.0 seconds LOS B –Operations with generally good progression and/or short cycle lengths. More vehicles stop than for LOS A, causing higher levels of average delay. 20.1 –35.0 seconds LOS C –Operations with higher delays, which may result from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. 35.1 –55.0 seconds LOS D –Operations with high delay, resulting from some combination of unfavorable progression, long cycle lengths, or high volumes. The influence of congestion becomes more noticeable, and individual cycle failures are noticeable. 55.1 –80.0 seconds LOS E –Considered being the limit of acceptable delay. Individual cycle failures are frequent occurrences. > 80.1 seconds LOS F –A condition of excessively high delay, considered unacceptable to most drivers. This condition often occurs when arrival flow rates exceed the capacity of the intersection. Poor progression and long cycle lengths may also be major contributing causes to such delay. Source: Highway Capacity Manual, 6th Edition | A Guide for Multimodal Mobility Analysis (Transportation Research Board, 2016) City of Bozeman Standards 7KH&LW\RI%R]HPDQUnified Development Code8'&LGHQWLILHVVSHFLILFVWDQGDUGVIRUWUDQVSRUWDWLRQ IDFLOLWLHVDQGDFFHVV7KHVWDQGDUGVSHUWDLQLQJWRWKLVVWXG\DUHLGHQWLILHGLQWKHSDUDJUDSKVWKDWIROORZ 7UDIILF3URJUHVVLRQ 6HFWLRQ % RI WKH 8'& FRQYH\V VSHFLILF UHTXLUHPHQWV IRU WKH VSDFLQJ RI SRWHQWLDO LQWHUVHFWLRQVZLWKWUDIILFVLJQDOV7KLV6HFWLRQVWDWHVWKHIROORZLQJ “Traffic progression will be of paramount importance. Consequently, all potential intersections with signals will be placed on quarter-mile points unless otherwise approved by the review authority.” Traffic Impact Study Park Place Industrial Park | Bozeman, Gallatin County, Montana Appendix A: Level of Service Concepts, Analysis Methodologies, & Standards of Significance | $ /HYHORI6HUYLFH6WDQGDUGV /HYHORIVHUYLFHVWDQGDUGVIRUDUWHULDODQGFROOHFWRUVWUHHWVDVZHOODVLQWHUVHFWLRQVZLWKDUWHULDODQG FROOHFWRUVWUHHWVDUHVWDWHGLQ6HFWLRQ%RIWKH8'&7KRVHVWDQGDUGVDUHDVIROORZV All arterial and collector streets and intersections with arterial and collector streets shall operate at a minimum level of service "C" unless specifically exempted by this subsection. Level of service (LOS) values shall be determined by using the methods defined by the most recent edition of the Highway Capacity Manual. A development shall be approved only if the LOS requirements are met in the design year, which shall be a minimum of 15 years following the development application review or construction of mitigation measures if mitigation measures are required to maintain LOS. Intersections shall have a minimum acceptable LOS of "C" for the intersection as a whole. a.Exception: If an intersection within the area required to be studied by section 38.41.060.A.12 does not meet LOS "C" and the intersection has been fully constructed to its maximum lane and turning movement capacity, then an LOS of less than "C" is acceptable. b. Exception: The review authority may accept an LOS of less than "C" at a specific intersection if: A variance to allow a lesser LOS was approved not more than two years prior to the date an application for development being reviewed is determined to be adequate for review; (2) The request was made in writing with the application; and (3) The circumstances are in the professional judgment of the review authority substantially the same as when the variance was granted. 6SDFLQJ6WDQGDUGVIRU'ULYH$FFHVVHV 7KH&LW\RI%R]HPDQDOVRVSHFLILHVVSDFLQJVWDQGDUGVIRUGULYHDFFHVVHVLQ6HFWLRQ'RI WKH8'&7KRVHVWDQGDUGVDUHDVIROORZV Table 38.400.090-I: Minimum distance between public and/or private accesses and intersections and the minimum distance between public and/or private accesses and other public and/or private accesses. Access Located on Arterial Streets Access Located on Collector Streets Access Located on Local Streets Average Spacing In All Districts In All Districts In All Districts Partial Access1 315’150’40’3 Full Access2 660’330’40’3 Minimum Separation 315’150’40’3 1Partial access includes right turn in and out only. 2Full access allows all turn movements, in and out. 3Accesses on local streets must be at least 150 feet from an intersection with an arterial. APPENDIX B TRAFFIC COUNT DATA 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 4 7 1 . 0 4 7 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 7 : 0 0 7 : 1 5 7 : 3 0 7 : 4 5 8 : 0 0 8 : 1 5 8 : 3 0 8 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s L 2 1 2 2 3 7 4 1 3 5 3 2 1 6 2 4 2 2 8 3 2 . 1 6 % 17 . 2 5 % 1 4 5 0 . 8 8 1 . 7 5 % 0 . 0 0 % 1 . 7 5 % T 5 2 5 7 8 0 8 1 5 4 6 1 4 8 4 8 4 8 1 6 7 . 8 4 % 36 . 3 8 % 2 7 6 0 . 8 5 1 . 8 7 % 0 . 6 2 % 2 . 4 9 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 T 1 9 1 6 2 2 2 2 1 5 1 0 1 9 1 8 1 4 1 5 1 . 2 7 % 10 . 6 7 % 6 9 0 . 7 8 2 . 8 4 % 4 . 9 6 % 7 . 8 0 % R 1 2 1 4 2 8 2 4 8 9 2 3 1 6 1 3 4 4 8 . 7 3 % 10 . 1 4 % 6 9 0 . 6 2 0 . 7 5 % 0 . 0 0 % 0 . 7 5 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 1 7 2 7 3 0 3 4 2 8 3 2 2 4 2 0 2 1 2 6 2 . 7 2 % 16 . 0 4 % 1 2 4 0 . 9 1 2 . 3 6 % 0 . 0 0 % 2 . 3 6 % R 1 2 1 5 1 5 2 9 1 3 1 5 1 2 1 5 1 2 6 3 7 . 2 8 % 9.5 3 % 7 2 0 . 6 2 0 . 7 9 % 0 . 0 0 % 0 . 7 9 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 13 3 1 5 1 2 1 2 2 3 1 1 5 3 1 5 9 1 4 2 1 4 1 1 3 2 2 1 0 0 . 0 0 % 7 5 5 0 . 8 2 1 . 8 2 % 0 . 7 6 % 2 . 5 7 % 72 7 7 4 7 7 5 5 6 8 5 5 9 5 We e k d a y , A M P e a k P e r i o d E V a l l e y C e n t e r R d = Va l l e y C e n t e r S p u r R d = In 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 u m m a r y Ho u r l y V o l u m e S o u t h S i d e o f E a s t V a l l e y C e n t e r R o a d V a l l e y C e n t e r U n d e r p a s s S p u r R o a d F r o m t h e N o r t h ( S B ) St a r t T i m e E a s t V a l l e y C e n t e r R o a d F r o m t h e W e s t ( E B ) E a s t V a l l e y C e n t e r R o a d F r o m t h e E a s t ( W B ) In t e r s e c t i o n T o t a l s Ea s t V a l l e y C e n t e r R o a d & t h e V a l l e y C e n t e r U n d e r p a s s S p u r R o a d Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ E - V a l l e y - C e n t e r - R d + V a l l e y - C e n t e r - U n d e r p a s s - S p u r - R d _ W e e k d a y - A M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/22/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 4 7 1 . 0 4 7 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 4 : 0 0 4 : 1 5 4 : 3 0 4 : 4 5 5 : 0 0 5 : 1 5 5 : 3 0 5 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s L 1 7 1 3 1 3 2 4 2 6 2 8 2 1 1 8 1 6 0 2 4 . 6 9 % 10 . 4 6 % 9 1 0 . 8 1 1 . 8 8 % 0 . 0 0 % 1 . 8 8 % T 5 3 5 7 8 2 8 2 5 5 6 3 4 8 4 8 4 8 8 7 5 . 3 1 % 31 . 9 0 % 2 8 2 0 . 8 6 1 . 8 4 % 2 . 0 5 % 3 . 8 9 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 T 1 9 1 5 2 2 2 3 1 6 1 2 1 8 1 8 1 4 3 3 8 . 6 5 % 9.3 5 % 7 3 0 . 7 9 5 . 5 9 % 2 . 8 0 % 8 . 3 9 % R 2 9 2 0 2 7 3 2 2 7 3 2 3 6 2 4 2 2 7 6 1 . 3 5 % 14 . 8 4 % 1 1 8 0 . 9 2 0 . 4 4 % 0 . 0 0 % 0 . 4 4 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 3 8 2 8 2 4 1 9 3 5 3 5 2 7 2 4 2 3 0 4 4 . 9 2 % 15 . 0 3 % 1 1 3 0 . 8 1 0 . 8 7 % 0 . 8 7 % 1 . 7 4 % R 2 7 2 1 3 5 3 0 4 5 5 0 3 9 3 5 2 8 2 5 5 . 0 8 % 18 . 4 3 % 1 6 0 0 . 8 0 2 . 4 8 % 0 . 0 0 % 2 . 4 8 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 18 3 1 5 4 2 0 3 2 1 0 2 0 4 2 2 0 1 8 9 1 6 7 1 5 3 0 1 0 0 . 0 0 % 8 3 7 0 . 9 5 1 . 9 6 % 1 . 0 5 % 3 . 0 1 % 75 0 7 7 1 8 3 7 8 2 3 7 8 0 We e k d a y , P M P e a k P e r i o d E V a l l e y C e n t e r R d = Va l l e y C e n t e r S p u r R d = In 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 u m m a r y Ho u r l y V o l u m e S o u t h S i d e o f E a s t V a l l e y C e n t e r R o a d V a l l e y C e n t e r U n d e r p a s s S p u r R o a d F r o m t h e N o r t h ( S B ) St a r t T i m e E a s t V a l l e y C e n t e r R o a d F r o m t h e W e s t ( E B ) E a s t V a l l e y C e n t e r R o a d F r o m t h e E a s t ( W B ) In t e r s e c t i o n T o t a l s Ea s t V a l l e y C e n t e r R o a d & t h e V a l l e y C e n t e r U n d e r p a s s S p u r R o a d Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ E - V a l l e y - C e n t e r - R d + V a l l e y - C e n t e r - U n d e r p a s s - S p u r - R d _ W e e k d a y - P M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/22/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 4 7 1 . 0 4 7 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 7 : 0 0 7 : 1 5 7 : 3 0 7 : 4 5 8 : 0 0 8 : 1 5 8 : 3 0 8 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s T 3 8 5 4 6 9 7 3 4 6 4 7 4 4 4 0 4 1 1 6 5 . 7 6 % 32 . 2 9 % 2 3 5 0 . 8 0 3 . 1 6 % 0 . 0 0 % 3 . 1 6 % R 1 8 2 8 3 1 4 0 2 3 3 2 2 1 2 1 2 1 4 3 4 . 2 4 % 16 . 8 1 % 1 2 6 0 . 7 9 2 . 8 0 % 0 . 0 0 % 2 . 8 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 1 0 1 4 1 4 2 3 1 8 1 5 1 5 1 4 1 2 3 4 2 . 4 1 % 9.6 6 % 7 0 0 . 7 6 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % T 1 0 1 5 1 6 2 8 1 9 2 1 3 6 2 2 1 6 7 5 7 . 5 9 % 13 . 1 2 % 8 4 0 . 7 5 4 . 7 9 % 0 . 6 0 % 5 . 3 9 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 1 4 1 6 3 2 2 6 9 9 1 5 1 6 1 3 7 3 8 . 2 7 % 10 . 7 6 % 7 6 0 . 5 9 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % R 1 9 1 9 3 1 3 8 3 2 3 5 2 3 2 4 2 2 1 6 1 . 7 3 % 17 . 3 6 % 1 3 6 0 . 8 9 1 . 8 1 % 0 . 0 0 % 1 . 8 1 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 10 9 1 4 6 1 9 3 2 2 8 1 4 7 1 5 9 1 5 4 1 3 7 1 2 7 3 1 0 0 . 0 0 % 7 2 7 0 . 8 0 2 . 4 4 % 0 . 0 8 % 2 . 5 1 % 67 6 7 1 4 7 2 7 6 8 8 5 9 7 We e k d a y , A M P e a k P e r i o d I- 9 0 F r o n t a g e R o a d = Va l l e y C e n t e r S p u r R d = In 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 u m m a r y Ho u r l y V o l u m e V a l l e y C e n t e r U n d e r p a s s S p u r R o a d F r o m t h e S o u t h ( N B ) N o r t h S i d e o f t h e I - 9 0 F r o n t a g e R o a d St a r t T i m e I - 9 0 F r o n t a g e R o a d F r o m t h e W e s t ( E B ) I - 9 0 F r o n t a g e R o a d F r o m t h e E a s t ( W B ) In t e r s e c t i o n T o t a l s I-9 0 F r o n t a g e R o a d & t h e V a l l e y C e n t e r U n d e r p a s s S p u r R o a d Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ I - 9 0 - F r o n t a g e - R d + V a l l e y - C e n t e r - U n d e r p a s s - S p u r - R d _ W e e k d a y - A M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/22/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 4 7 1 . 0 4 7 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 4 : 0 0 4 : 1 5 4 : 3 0 4 : 4 5 5 : 0 0 5 : 1 5 5 : 3 0 5 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s T 2 9 3 1 3 5 2 9 4 4 3 1 3 5 2 5 2 5 9 5 2 . 4 3 % 15 . 7 2 % 1 3 9 0 . 7 9 3 . 8 6 % 0 . 0 0 % 3 . 8 6 % R 3 4 2 9 2 2 2 1 3 5 4 2 2 8 2 4 2 3 5 4 7 . 5 7 % 14 . 2 6 % 1 2 6 0 . 7 5 1 . 2 8 % 0 . 8 5 % 2 . 1 3 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 3 1 2 0 3 7 2 8 4 5 4 3 3 8 3 5 2 7 7 3 6 . 3 0 % 16 . 8 1 % 1 5 4 0 . 8 6 2 . 1 7 % 0 . 0 0 % 2 . 1 7 % T 4 7 4 8 6 8 4 9 7 4 8 7 6 5 4 8 4 8 6 6 3 . 7 0 % 29 . 4 9 % 2 7 5 0 . 7 9 2 . 0 6 % 0 . 0 0 % 2 . 0 6 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 3 4 2 0 2 0 3 4 2 9 2 9 3 2 2 7 2 2 5 5 7 . 5 4 % 13 . 6 5 % 1 2 4 0 . 9 1 0 . 8 9 % 0 . 0 0 % 0 . 8 9 % R 1 3 1 3 2 1 2 3 2 4 3 1 2 6 1 5 1 6 6 4 2 . 4 6 % 10 . 0 7 % 1 0 4 0 . 8 4 1 . 8 1 % 0 . 0 0 % 1 . 8 1 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 18 8 1 6 1 2 0 3 1 8 4 2 5 1 2 6 3 2 2 4 1 7 4 1 6 4 8 1 0 0 . 0 0 % 9 2 2 0 . 8 8 2 . 0 6 % 0 . 1 2 % 2 . 1 8 % 73 6 7 9 9 9 0 1 9 2 2 9 1 2 We e k d a y , P M P e a k P e r i o d I- 9 0 F r o n t a g e R o a d = Va l l e y C e n t e r S p u r R d = In 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 u m m a r y Ho u r l y V o l u m e V a l l e y C e n t e r U n d e r p a s s S p u r R o a d F r o m t h e S o u t h ( N B ) N o r t h S i d e o f t h e I - 9 0 F r o n t a g e R o a d St a r t T i m e I - 9 0 F r o n t a g e R o a d F r o m t h e W e s t ( E B ) I - 9 0 F r o n t a g e R o a d F r o m t h e E a s t ( W B ) In t e r s e c t i o n T o t a l s I-9 0 F r o n t a g e R o a d & t h e V a l l e y C e n t e r U n d e r p a s s S p u r R o a d Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ I - 9 0 - F r o n t a g e - R d + V a l l e y - C e n t e r - U n d e r p a s s - S p u r - R d _ W e e k d a y - P M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/22/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 4 7 1 . 0 8 2 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 7 : 0 0 7 : 1 5 7 : 3 0 7 : 4 5 8 : 0 0 8 : 1 5 8 : 3 0 8 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s L 6 5 1 3 4 5 1 2 2 7 4 . 2 8 % 2 . 6 2 % 1 3 0 . 6 5 1 4 . 8 1 % 0 . 0 0 % 1 4 . 8 1 % T 5 0 6 8 9 9 1 0 8 7 4 7 7 6 6 6 2 6 0 4 9 5 . 7 2 % 58 . 7 0 % 3 5 8 0 . 8 3 2 . 1 5 % 0 . 1 7 % 2 . 3 2 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 T 2 0 2 3 2 2 4 6 3 2 3 1 4 5 3 2 2 5 1 9 0 . 9 4 % 24 . 3 9 % 1 3 1 0 . 7 1 3 . 1 9 % 0 . 0 0 % 3 . 1 9 % R 4 3 0 2 1 3 7 5 2 5 9 . 0 6 % 2 . 4 3 % 6 0 . 5 0 1 6 . 0 0 % 0 . 0 0 % 1 6 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 6 1 0 2 2 1 7 1 0 3 1 1 8 8 7 7 1 . 3 1 % 8 . 45 % 5 2 0 . 5 9 4 . 6 0 % 0 . 0 0 % 4 . 6 0 % R 1 5 8 5 4 4 5 3 3 5 2 8 . 6 9 % 3 . 4 0 % 2 1 0 . 6 6 0 . 0 0 % 2 . 8 6 % 2 . 8 6 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 87 1 1 4 1 5 2 1 8 1 1 2 5 1 2 3 1 3 5 1 1 2 1 0 2 9 1 0 0 . 0 0 % 5 8 1 0 . 8 0 3 . 2 1 % 0 . 1 9 % 3 . 4 0 % 53 4 5 7 2 5 8 1 5 6 4 4 9 5 We e k d a y , A M P e a k P e r i o d I- 9 0 F r o n t a g e R o a d = Ne l s o n R o a d = In 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 u m m a r y Ho u r l y V o l u m e S o u t h S i d e o f t h e I - 9 0 F r o n t a g e R o a d N e l s o n R o a d F r o m t h e N o r t h ( S B ) St a r t T i m e I - 9 0 F r o n t a g e R o a d F r o m t h e W e s t ( E B ) I - 9 0 F r o n t a g e R o a d F r o m t h e E a s t ( W B ) In t e r s e c t i o n T o t a l s I- 9 0 F r o n t a g e R o a d & N e l s o n R o a d Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ I - 9 0 - F r o n t a g e - R d + N e l s o n - R d _ W e e k d a y - A M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/30/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 4 7 1 . 0 8 2 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 4 : 0 0 4 : 1 5 4 : 3 0 4 : 4 5 5 : 0 0 5 : 1 5 5 : 3 0 5 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s L 2 3 5 1 0 4 9 2 3 3 8 8 . 9 6 % 2 . 8 7 % 1 8 0 . 5 0 7 . 8 9 % 0 . 0 0 % 7 . 8 9 % T 4 0 4 1 5 0 4 2 6 4 5 3 5 9 3 7 3 8 6 9 1 . 0 4 % 29 . 1 8 % 2 1 3 0 . 8 3 2 . 5 9 % 0 . 0 0 % 2 . 5 9 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 T 7 4 6 7 9 8 7 6 1 1 6 1 2 5 1 0 3 7 9 7 3 8 8 9 . 0 2 % 55 . 7 8 % 4 2 3 0 . 8 5 1 . 9 0 % 0 . 0 0 % 1 . 9 0 % R 8 8 7 9 1 0 7 1 9 2 3 9 1 1 0 . 9 8 % 6 . 8 8 % 5 9 0 . 6 4 2 . 2 0 % 0 . 0 0 % 2 . 2 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 6 8 6 1 4 5 8 8 4 6 6 5 . 7 1 % 3 . 4 8 % 2 5 0 . 7 8 1 0 . 8 7 % 0 . 0 0 % 1 0 . 8 7 % R 4 1 6 1 3 5 0 4 2 4 3 4 . 2 9 % 1 . 8 1 % 1 2 0 . 6 0 8 . 3 3 % 0 . 0 0 % 8 . 3 3 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 13 4 1 2 8 1 7 2 1 3 9 2 0 1 2 0 4 1 9 1 1 5 4 1 3 2 3 1 0 0 . 0 0 % 7 5 0 0 . 9 2 2 . 7 2 % 0 . 0 0 % 2 . 7 2 % 57 3 6 4 0 7 1 6 7 3 5 7 5 0 We e k d a y , P M P e a k P e r i o d I- 9 0 F r o n t a g e R o a d = Ne l s o n R o a d = In 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 u m m a r y Ho u r l y V o l u m e S o u t h S i d e o f t h e I - 9 0 F r o n t a g e R o a d N e l s o n R o a d F r o m t h e N o r t h ( S B ) St a r t T i m e I - 9 0 F r o n t a g e R o a d F r o m t h e W e s t ( E B ) I - 9 0 F r o n t a g e R o a d F r o m t h e E a s t ( W B ) In t e r s e c t i o n T o t a l s I- 9 0 F r o n t a g e R o a d & N e l s o n R o a d Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ I - 9 0 - F r o n t a g e - R d + N e l s o n - R d _ W e e k d a y - P M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/30/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 8 2 1 . 0 0 0 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 7 : 0 0 7 : 1 5 7 : 3 0 7 : 4 5 8 : 0 0 8 : 1 5 8 : 3 0 8 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s T 9 9 1 3 2 5 9 6 4 4 8 0 . 0 0 % 2 4 . 7 2 % 2 2 0 . 6 1 9 . 0 9 % 0 . 0 0 % 9 . 0 9 % R 2 0 0 2 3 3 0 1 1 1 2 0 . 0 0 % 6 . 1 8 % 4 0 . 5 0 3 6 . 3 6 % 0 . 0 0 % 3 6 . 3 6 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % T 8 1 4 2 9 2 3 1 4 4 1 5 1 0 1 1 7 1 0 0 . 0 0 % 6 5 . 7 3 % 7 4 0 . 6 4 1 . 7 1 % 0 . 8 5 % 2 . 5 6 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 1 0 0 0 3 1 1 6 5 . 1 3 % 3 . 3 7 % 1 0 . 2 5 3 3 . 3 3 % 0 . 0 0 % 3 3 . 3 3 % R 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 19 2 4 3 0 2 8 1 9 1 5 2 5 1 8 1 7 8 1 0 0 . 0 0 % 1 0 1 0 . 8 4 6 . 7 4 % 0 . 5 6 % 7 . 3 0 % 10 1 1 0 1 9 2 8 7 7 7 We e k d a y , A M P e a k P e r i o d Ne l s o n R o a d = MD T S o u t h Ac c e s s = In 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 u m m a r y Ho u r l y V o l u m e W e s t S i d e o f N e l s o n R o a d M D T N o r t h A c c e s s F r o m t h e E a s t ( W B ) St a r t T i m e N e l s o n R o a d F r o m t h e S o u t h ( N B ) N e l s o n R o a d F r o m t h e N o r t h ( S B ) In t e r s e c t i o n T o t a l s Ne l s o n R o a d & M D T S o u t h A c c e s s Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ N e l s o n - R d + M D T - S - A c c e s s _ W e e k d a y - A M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/30/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 8 2 1 . 0 0 0 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 4 : 0 0 4 : 1 5 4 : 3 0 4 : 4 5 5 : 0 0 5 : 1 5 5 : 3 0 5 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s T 1 1 1 0 1 0 1 9 1 4 1 5 2 1 2 7 1 2 7 9 2 . 7 0 % 60 . 7 7 % 7 7 0 . 7 1 1 . 5 7 % 0 . 0 0 % 1 . 5 7 % R 0 2 3 1 1 2 1 0 1 0 7 . 3 0 % 4 . 7 8 % 4 0 . 5 0 3 0 . 0 0 % 0 . 0 0 % 3 0 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % T 9 6 1 2 2 5 1 0 8 1 1 6 3 1 0 0 . 0 0 % 3 0 . 1 4 % 3 4 0 . 7 7 9 . 5 2 % 0 . 0 0 % 9 . 5 2 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 2 2 1 0 2 1 0 1 9 1 4 . 2 9 % 4 . 3 1 % 4 0 . 5 0 1 1 . 1 1 % 0 . 0 0 % 1 1 . 1 1 % R 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 22 2 0 2 6 2 2 2 2 2 8 3 0 3 9 2 0 9 1 0 0 . 0 0 % 1 1 9 0 . 7 6 5 . 7 4 % 0 . 0 0 % 5 . 7 4 % 90 9 0 9 8 1 0 2 1 1 9 We e k d a y , P M P e a k P e r i o d Ne l s o n R o a d = MD T S o u t h Ac c e s s = In 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 u m m a r y Ho u r l y V o l u m e W e s t S i d e o f N e l s o n R o a d M D T N o r t h A c c e s s F r o m t h e E a s t ( W B ) St a r t T i m e N e l s o n R o a d F r o m t h e S o u t h ( N B ) N e l s o n R o a d F r o m t h e N o r t h ( S B ) In t e r s e c t i o n T o t a l s Ne l s o n R o a d & M D T S o u t h A c c e s s Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ N e l s o n - R d + M D T - S - A c c e s s _ W e e k d a y - P M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/30/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 8 2 1 . 0 0 0 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 7 : 0 0 7 : 1 5 7 : 3 0 7 : 4 5 8 : 0 0 8 : 1 5 8 : 3 0 8 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s T 9 8 1 1 1 5 9 6 4 0 9 3 . 0 2 % 2 5 . 4 8 % 1 9 0 . 5 3 5 . 0 0 % 0 . 0 0 % 5 . 0 0 % R 0 1 0 2 0 0 0 0 3 6 . 9 8 % 1 . 9 1 % 3 0 . 3 8 6 6 . 6 7 % 0 . 0 0 % 6 6 . 6 7 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % T 8 1 3 2 8 2 2 1 3 3 1 4 1 0 1 1 1 1 0 0 . 0 0 % 7 0 . 7 0 % 7 1 0 . 6 3 0 . 0 0 % 0 . 9 0 % 0 . 9 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 1 0 0 1 0 1 0 3 2 . 7 0 % 1 . 9 1 % 1 0 . 2 5 3 3 . 3 3 % 0 . 0 0 % 3 3 . 3 3 % R 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 17 2 3 2 9 2 5 1 5 8 2 4 1 6 1 5 7 1 0 0 . 0 0 % 9 4 0 . 8 1 3 . 1 8 % 0 . 6 4 % 3 . 8 2 % 94 9 2 7 7 7 2 6 3 We e k d a y , A M P e a k P e r i o d Ne l s o n R o a d = MD T N o r t h A c c e s s = In 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 u m m a r y Ho u r l y V o l u m e W e s t S i d e o f N e l s o n R o a d M D T N o r t h A c c e s s F r o m t h e E a s t ( W B ) St a r t T i m e N e l s o n R o a d F r o m t h e S o u t h ( N B ) N e l s o n R o a d F r o m t h e N o r t h ( S B ) In t e r s e c t i o n T o t a l s Ne l s o n R o a d & M D T N o r t h A c c e s s Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ N e l s o n - R d + M D T - N - A c c e s s _ W e e k d a y - A M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/30/2018 3DJH In t e r s e c t i o n : Lo c a t i o n : Da t e C o u n t P e r f o r m e d : Co u n t T i m e P e r i o d : Se a s o n a l A d j u s t m e n t F a c t o r s : 1. 0 8 2 1 . 0 0 0 St r e e t / Ap p r o a c h T o t a l P e a k H o u r % % B u s e s % H e a v y Ro a d M o v e m e n t 4 : 0 0 4 : 1 5 4 : 3 0 4 : 4 5 5 : 0 0 5 : 1 5 5 : 3 0 5 : 4 5 T o t a l % % V o l u m e P H F T r u c k s & R V ' s V e h i c l e s T 1 1 1 0 1 0 1 9 1 4 1 4 1 9 2 6 1 2 3 9 7 . 6 2 % 65 . 7 8 % 7 3 0 . 7 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % R 0 0 0 0 0 1 1 1 3 2 . 3 8 % 1 . 6 0 % 3 0 . 7 5 6 6 . 6 7 % 0 . 0 0 % 6 6 . 6 7 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % T 9 6 8 2 5 1 0 8 6 5 4 1 0 0 . 0 0 % 2 8 . 8 8 % 2 9 0 . 7 3 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 L 0 0 3 0 0 0 0 4 7 1 2 . 9 6 % 3 . 7 4 % 4 0 . 2 5 7 1 . 4 3 % 0 . 0 0 % 7 1 . 4 3 % R 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % U - T u r n 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 0 . 0 0 % 0 . 0 0 % 0 . 0 0 % P e d 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 B i k e 0 0 0 0 0 0 0 0 0 0 . 0 0 % 0 . 0 0 % 0 0 . 0 0 20 1 6 2 1 2 1 1 9 2 5 2 8 3 7 1 8 7 1 0 0 . 0 0 % 1 0 9 0 . 7 4 3 . 7 4 % 0 . 0 0 % 3 . 7 4 % 78 7 7 8 6 9 3 1 0 9 We e k d a y , P M P e a k P e r i o d Ne l s o n R o a d = MD T N o r t h A c c e s s = In 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 u m m a r y Ho u r l y V o l u m e W e s t S i d e o f N e l s o n R o a d M D T N o r t h A c c e s s F r o m t h e E a s t ( W B ) St a r t T i m e N e l s o n R o a d F r o m t h e S o u t h ( N B ) N e l s o n R o a d F r o m t h e N o r t h ( S B ) In t e r s e c t i o n T o t a l s Ne l s o n R o a d & M D T N o r t h A c c e s s Bo z e m a n , G a l l a t i n C o u n t y , M o n t a n a We d n e s d a y , F e b r u a r y 2 8 , 2 0 1 8 | B y : M o r r i s o n - M a i e r l e N:\ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ T r a f f i c C o u n t D a t a \ N e l s o n - R d + M D T - N - A c c e s s _ W e e k d a y - P M _ 2 0 1 8 - 0 2 - 2 8 . x l s x Printed On: 5/30/2018 APPENDIX C TRIP GENERATION DATA APPENDIX D-2 2018 CURRENT DAILY TRAFFIC +&67ZR:D\6WRS&RQWURO5HSRUW *HQHUDO,QIRUPDWLRQ 6LWH,QIRUPDWLRQ $QDO\VW 7(DVWZRRG ,QWHUVHFWLRQ 9DOOH\&HQWHU6SXU5G $JHQF\&R0RUULVRQ0DLHUOH -XULVGLFWLRQ 0'7 'DWH3HUIRUPHG 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8QGLYLGHG &ULWLFDODQG)ROORZXS+HDGZD\V %DVH&ULWLFDO+HDGZD\VHF &ULWLFDO+HDGZD\VHF %DVH)ROORZ8S+HDGZD\VHF )ROORZ8S+HDGZD\VHF 'HOD\4XHXH/HQJWKDQG/HYHORI6HUYLFH )ORZ5DWHYYHKK &DSDFLW\FYHKK YF5DWLR 4XHXH/HQJWK4ࢮࢪYHK &RQWURO'HOD\VYHK /HYHORI6HUYLFH/26 $$ $SSURDFK'HOD\VYHK $SSURDFK/26 $ &RS\ULJKW8QLYHUVLW\RI)ORULGD$OO5LJKWV5HVHUYHG +&6™7:6&9HUVLRQ *HQHUDWHG$01HOVRQ5G/RRS5G1B:HHNGD\30B7RWDO[WZ APPENDIX E AUXILIARY TURN LANE ANALYSES N: \ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ A u x i l i a r y T u r n L a n e E v a l u a t i o n s \ N B _ L T - La n e s _ N e l s o n - R d + M D T - N - A c c e s s _ 2 0 3 0 - To t a l . x l s x P r i n t e d O n : 6 / 1 3 / 2 018 - 10:42 AM 25 3 , 1 2 7 13 7 , 2 2 5 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 V O - O p p o s i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r V A - A d v a n c i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r Vo l u m e G u i d e l i n e s f o r L e f t - T u r n La n 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 io n s o n 2 - L a n e H i g h w a y s ( 4 5 M P H ) Ne l s o n R o a d & M D T N o r t h A c c e s s / L o t s 2 2 & 2 3 S h a r e d A c c e s s 2030 AM NB Left-Turns 2030 PM NB Left-Turns 2030 AM LT = 6.32%2030 PM LT = 2.92% 40 % 30 % 20 % 10 % 5% Le f t - T u r n T r e a t m e n t Sh o u l d b e C o n s i d e r e d Le f t - T u r n Tr e a t m e n t No t N e c e s s a r y N: \ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ A u x i l i a r y T u r n L a n e E v a l u a t i o n s \ N B _ L T - La n e s _ N e l s o n - R d + L o o p - R d - S _ 2 0 3 0 - T o ta l . x l s x P r i n t e d O n : 6 / 1 3 / 2 0 1 8 - 10:49 AM 23 4 , 1 0 1 13 0 , 1 1 9 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 V O - O p p o s i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r V A - A d v a n c i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r Vo l u m e G u i d e l i n e s f o r L e f t - T u r n La n 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 io n s o n 2 - L a n e H i g h w a y s ( 4 5 M P H ) Ne l s o n R o a d & L o o p R o a d - S o u t h 2030 AM NB Left-Turns 2030 PM NB Left-Turns 2030 AM LT = 50.00%2030 PM LT = 21.54% 40 % 30 % 20 % 10 % 5% Le f t - T u r n T r e a t m e n t Sh o u l d b e C o n s i d e r e d Le f t - T u r n Tr e a t m e n t No t N e c e s s a r y N: \ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ A u x i l i a r y T u r n L a n e E v a l u a t i o n s \ N B _ L T - La n e s _ N e l s o n - R d + L o t s - 9 - 1 0 - A c c e s s _2 0 3 0 - T o t a l . x l s x P r i n t e d O n : 6 / 13/2018 - 10:55 AM 11 7 , 9 8 10 3 , 1 0 6 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 V O - O p p o s i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r V A - A d v a n c i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r Vo l u m e G u i d e l i n e s f o r L e f t - T u r n La n 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 io n s o n 2 - L a n e H i g h w a y s ( 4 5 M P H ) Ne l s o n R o a d a n d L o t s 9 & 1 0 S h a r e d A c c e s s 2030 AM NB Left-Turns 2030 PM NB Left-Turns 2030 AM LT = 12.82%2030 PM LT = 3.88% 40 % 30 % 20 % 10 % 5% Le f t - T u r n T r e a t m e n t Sh o u l d b e C o n s i d e r e d Le f t - T u r n Tr e a t m e n t No t N e c e s s a r y N: \ 2 2 8 6 \ 0 0 7 \ T r a f f i c D a t a \ A u x i l i a r y T u r n L a n e E v a l u a t i o n s \ N B _ L T - La n e s _ N e l s o n - R d + L o o p - R d - N _ 2 0 3 0 - T o t a l . x l s x P r i n t e d O n : 6 / 1 3 / 2 0 1 8 - 10:59 AM 10 2 , 7 9 99 , 3 2 0 10 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 0 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 V O - O p p o s i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r V A - A d v a n c i n g V o l u m e ( V P H ) D u r i n g D e s i g n H o u r Vo l u m e G u i d e l i n e s f o r L e f t - T u r n L a n 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 io n s o n 2 - L a n e H i g h w a y s ( 4 5 M P H ) Ne l s o n R o a d & L o o p R o a d - N o r t h 2030 AM NB Left-Turns 2030 PM NB Left-Turns 2030 AM LT = 80.39%2030 PM LT = 20.20% 40 % 30 % 20 % 10 % 5% Le f t - T u r n T r e a t m e n t Sh o u l d b e C o n s i d e r e d Le f t - T u r n Tr e a t m e n t No t N e c e s s a r y APPENDIX F QUEUING ANALYSES Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 EB Approach EB Approach AM Peak Hour PM Peak Hour 41 5 0.81 0.74 9.1 10.1 45.0 45.0 78.5 78.5 Unknown Unknown EB Approach EB Approach AM Peak Hour PM Peak Hour 52 0 0.08 0.34 6.59 5.94 0.01 0.06 0.99 0.94 0.00 0.00 0.15 0.17 0.00 0.01 0.20 0.87 9.06 39.32 Min. Design Queue Storage, SD' (ft) =45.00 45.00 Ideal Design Queue Storage, SD (ft) =78.50 78.50 Avg. Time Spent in System, tsys (min) = Avg. Waiting Time in Queue, twait (min) = Max Queue (99% Confidence), Q99 (veh) = Minimum Queue Storage, Smin (ft) = Adjusted Flow Rate, VA (veh/h) = Vehicle Arrival Rate, O (veh/min) = Vehicle Service Rate, P (veh/min) = Traffic Intensity Term, U (O/P) = Probability of No Vehicles, P0 = Average Length of Queue, Qavg (veh) = LOCATION ANALYSIS CASE INPUT DATA FOR QUEUE ANALYSES LOCATION ANALYSIS CASE Volume for Movement, V (veh/h) = Peak Hour Factor, PHF = Average Service Time, tdts (sec/veh) = Minimum Queue Spacing, QS-M (ft) = Ideal Design Queue Spacing, QS-D (ft) = Available Queue Storage, SA (ft) = CALCULATED QUEUE ANALYSES RESULTS PROPOSED LOTS 22 & 23 SHARED ACCESS T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks Site: Jurisdiction: Analysis Scenario: Park Place Industrial Park Sub City of Bozeman / Gallatin County 2030 - Total Traffic M/D/1 QUEUING ANALYSIS N:\2286\007\Traffic Data\Queuing Analyses\Lots-22+23-Shared-Access_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n) 98.75% 98.75% 94.31% 94.31% 1.23% 99.98% 5.36% 99.68% 0.02% 100.00% 0.31% 99.98% 0.00% 100.00% 0.02% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% Maximum Vehicle Queue Lower Value (99% Confidence), Q99-L = Maximum Vehicle Queue Upper Value (99% Confidence), Q99-U = Scenario: PROBABILITY TABLES 1 5 18 19 17 8 9 10 11 12 13 2 3 4 6 7 20 0 LOCATION ANALYSIS CASE AM Peak Hour 0 14 15 16 11 0 EB Approach PM Peak Hour EB Approach PROPOSED LOTS 22 & 23 SHARED ACCESS M/D/1 QUEUING ANALYSIS Site:Park Place Industrial Park Sub Jurisdiction:City of Bozeman / Gallatin County Number of Vehicles in System Analysis 2030 - Total Traffic T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks N:\2286\007\Traffic Data\Queuing Analyses\Lots-22+23-Shared-Access_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 EB Approach EB Approach AM Peak Hour PM Peak Hour 27 107 0.80 0.80 9.1 9.8 45.0 45.0 78.5 78.5 Unknown Unknown EB Approach EB Approach AM Peak Hour PM Peak Hour 34 134 0.56 2.23 6.59 6.12 0.09 0.36 0.91 0.64 0.00 0.10 0.16 0.21 0.01 0.05 0.45 1.98 20.36 89.08 Min. Design Queue Storage, SD' (ft) =45.00 90.00 Ideal Design Queue Storage, SD (ft) =78.50 157.00 Avg. Time Spent in System, tsys (min) = Avg. Waiting Time in Queue, twait (min) = Max Queue (95% Confidence), Q95 (veh) = Minimum Queue Storage, Smin (ft) = Adjusted Flow Rate, VA (veh/h) = Vehicle Arrival Rate, O (veh/min) = Vehicle Service Rate, P (veh/min) = Traffic Intensity Term, U (O/P) = Probability of No Vehicles, P0 = Average Length of Queue, Qavg (veh) = LOCATION ANALYSIS CASE INPUT DATA FOR QUEUE ANALYSES LOCATION ANALYSIS CASE Volume for Movement, V (veh/h) = Peak Hour Factor, PHF = Average Service Time, tdts (sec/veh) = Minimum Queue Spacing, QS-M (ft) = Ideal Design Queue Spacing, QS-D (ft) = Available Queue Storage, SA (ft) = CALCULATED QUEUE ANALYSES RESULTS PROPOSED LOOP ROAD - SOUTH T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks Site: Jurisdiction: Analysis Scenario: Park Place Industrial Park Sub City of Bozeman / Gallatin County 2030 - Total Traffic M/D/1 QUEUING ANALYSIS N:\2286\007\Traffic Data\Queuing Analyses\Loop-Rd-S_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n) 91.47% 91.47% 63.59% 63.59% 7.80% 99.27% 23.15% 86.74% 0.67% 99.94% 8.43% 95.17% 0.06% 99.99% 3.07% 98.24% 0.00% 100.00% 1.12% 99.36% 0.00% 100.00% 0.41% 99.77% 0.00% 100.00% 0.15% 99.92% 0.00% 100.00% 0.05% 99.97% 0.00% 100.00% 0.02% 99.99% 0.00% 100.00% 0.01% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% Maximum Vehicle Queue Lower Value (95% Confidence), Q95-L = Maximum Vehicle Queue Upper Value (95% Confidence), Q95-U = Scenario: PROBABILITY TABLES 1 5 18 19 17 8 9 10 11 12 13 2 3 4 6 7 20 1 LOCATION ANALYSIS CASE AM Peak Hour 0 14 15 16 12 0 EB Approach PM Peak Hour EB Approach PROPOSED LOOP ROAD - SOUTH M/D/1 QUEUING ANALYSIS Site:Park Place Industrial Park Sub Jurisdiction:City of Bozeman / Gallatin County Number of Vehicles in System Analysis 2030 - Total Traffic T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks N:\2286\007\Traffic Data\Queuing Analyses\Loop-Rd-S_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 EB Approach EB Approach AM Peak Hour PM Peak Hour 31 3 0.80 0.80 8.9 9.0 45.0 45.0 78.5 78.5 Unknown Unknown EB Approach EB Approach AM Peak Hour PM Peak Hour 41 6 0.06 0.27 6.74 6.67 0.01 0.04 0.99 0.96 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.79 0.00 35.36 Min. Design Queue Storage, SD' (ft) =0.00 45.00 Ideal Design Queue Storage, SD (ft) =0.00 78.50 PROPOSED LOTS 9 & 10 SHARED ACCESS T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks Site: Jurisdiction: Analysis Scenario: Park Place Industrial Park Sub City of Bozeman / Gallatin County 2030 - Total Traffic M/D/1 QUEUING ANALYSIS LOCATION ANALYSIS CASE INPUT DATA FOR QUEUE ANALYSES LOCATION ANALYSIS CASE Volume for Movement, V (veh/h) = Peak Hour Factor, PHF = Average Service Time, tdts (sec/veh) = Minimum Queue Spacing, QS-M (ft) = Ideal Design Queue Spacing, QS-D (ft) = Available Queue Storage, SA (ft) = CALCULATED QUEUE ANALYSES RESULTS Avg. Time Spent in System, tsys (min) = Avg. Waiting Time in Queue, twait (min) = Max Queue (99% Confidence), Q99 (veh) = Minimum Queue Storage, Smin (ft) = Adjusted Flow Rate, VA (veh/h) = Vehicle Arrival Rate, O (veh/min) = Vehicle Service Rate, P (veh/min) = Traffic Intensity Term, U (O/P) = Probability of No Vehicles, P0 = Average Length of Queue, Qavg (veh) = N:\2286\007\Traffic Data\Queuing Analyses\Lots-9+10-Shared-Access_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n) 99.07% 99.07% 95.94% 95.94% 0.92% 99.99% 3.90% 99.83% 0.01% 100.00% 0.16% 99.99% 0.00% 100.00% 0.01% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% Maximum Vehicle Queue Lower Value (99% Confidence), Q99-L = Maximum Vehicle Queue Upper Value (99% Confidence), Q99-U = Number of Vehicles in System Analysis 2030 - Total Traffic T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks PROPOSED LOTS 9 & 10 SHARED ACCESS M/D/1 QUEUING ANALYSIS Site:Park Place Industrial Park Sub Jurisdiction:City of Bozeman / Gallatin County 11 0 EB Approach PM Peak Hour EB Approach 20 0 LOCATION ANALYSIS CASE AM Peak Hour 0 14 15 16 1 5 18 19 17 8 9 10 11 12 13 2 3 4 6 7 Scenario: PROBABILITY TABLES N:\2286\007\Traffic Data\Queuing Analyses\Lots-9+10-Shared-Access_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 EB Approach EB Approach AM Peak Hour PM Peak Hour 21 76 0.80 0.80 9.0 8.9 45.0 45.0 78.5 78.5 Unknown Unknown EB Approach EB Approach AM Peak Hour PM Peak Hour 26 95 0.44 1.58 6.67 6.74 0.07 0.23 0.93 0.77 0.00 0.04 0.16 0.17 0.01 0.02 0.25 1.12 11.47 50.50 Min. Design Queue Storage, SD' (ft) =45.00 90.00 Ideal Design Queue Storage, SD (ft) =78.50 157.00 Avg. Time Spent in System, tsys (min) = Avg. Waiting Time in Queue, twait (min) = Max Queue (95% Confidence), Q95 (veh) = Minimum Queue Storage, Smin (ft) = Adjusted Flow Rate, VA (veh/h) = Vehicle Arrival Rate, O (veh/min) = Vehicle Service Rate, P (veh/min) = Traffic Intensity Term, U (O/P) = Probability of No Vehicles, P0 = Average Length of Queue, Qavg (veh) = LOCATION ANALYSIS CASE INPUT DATA FOR QUEUE ANALYSES LOCATION ANALYSIS CASE Volume for Movement, V (veh/h) = Peak Hour Factor, PHF = Average Service Time, tdts (sec/veh) = Minimum Queue Spacing, QS-M (ft) = Ideal Design Queue Spacing, QS-D (ft) = Available Queue Storage, SA (ft) = CALCULATED QUEUE ANALYSES RESULTS PROPOSED LOOP ROAD - NORTH T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks Site: Jurisdiction: Analysis Scenario: Park Place Industrial Park Sub City of Bozeman / Gallatin County 2030 - Total Traffic M/D/1 QUEUING ANALYSIS N:\2286\007\Traffic Data\Queuing Analyses\Loop-Rd-N_Queue-Analyses.xlsx Printed On: 6/13/2018 Analyst: Agency / Company: Date Performed: Time Period: Project Description:Park Place Industrial Park Subdivision Morrison-Maierle, Inc. Project No. 2286.007 P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n)P(X=n)P(X≤n) 93.44% 93.44% 76.51% 76.51% 6.13% 99.57% 17.97% 94.48% 0.40% 99.97% 4.22% 98.70% 0.03% 100.00% 0.99% 99.70% 0.00% 100.00% 0.23% 99.93% 0.00% 100.00% 0.05% 99.98% 0.00% 100.00% 0.01% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% 0.00% 100.00% Maximum Vehicle Queue Lower Value (95% Confidence), Q95-L = Maximum Vehicle Queue Upper Value (95% Confidence), Q95-U = Scenario: PROBABILITY TABLES 1 5 18 19 17 8 9 10 11 12 13 2 3 4 6 7 20 1 LOCATION ANALYSIS CASE AM Peak Hour 0 14 15 16 12 0 EB Approach PM Peak Hour EB Approach PROPOSED LOOP ROAD - NORTH M/D/1 QUEUING ANALYSIS Site:Park Place Industrial Park Sub Jurisdiction:City of Bozeman / Gallatin County Number of Vehicles in System Analysis 2030 - Total Traffic T. Eastwood Morrison-Maierle, Inc. Thursday, May 10, 2018 Weekday, AM & PM Peaks N:\2286\007\Traffic Data\Queuing Analyses\Loop-Rd-N_Queue-Analyses.xlsx Printed On: 6/13/2018 APPENDIX G SIGNAL WARRANT ANALYSES Page S1/S4 Traffic Signal Warrant Evaluation Intersection of I-90 Frontage Road & Nelson Road 1RWHV &RPPHQWV 1R <HV <HV 7UDIILF6LJQDO:DUUDQW :DUUDQW(LJKW+RXU9HKLFXODU9ROXPH :DUUDQW)RXU+RXU9HKLFXODU9ROXPH 7UDIILF&RQWURO6LJQDO:DUUDQWHG (VWLPDWHG7RWDO7UDIILF $QDO\VLV&DVH 00,3URMHFW1XPEHU :DUUDQW6DWLVILHG" N:\2286\007\Traffic Data\Signal Warrant Analyses\Signal-Warrants_I-90-Frontage-Rd+Nelson-Rd_2030-Total-Traffic.xlsx Page 2/4 Traffic Signal Warrant Evaluation Intersection of I-90 Frontage Road & Nelson Road %DFNJURXQG,QWHUVHFWLRQ,QIRUPDWLRQ 0DMRU5RDGZD\ ,)URQWDJH5RDG 3RVWHGRU6SHHG PSK 3RVWHG $SSURDFK/DQHV 'LVWDQFHWR1HDUHVW 7UDIILF6LJQDO 0LQRU5RDGZD\ 1HOVRQ5RDG <RU1 < 3RVWHGRU6SHHG PSK 3RVWHG $SSURDFK/DQHV 7RWDO1XPEHURI$SSURDFKHV 'HWHUPLQDWLRQRI1XPEHURI5LJKW7XUQVWREH,QFOXGHGLQ$QDO\VLV 57 /DQH 57 57 /DQH 57 $0 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