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HomeMy WebLinkAbout06 - Traffic Impact Study - S 19th & Stucky Traffic Signal Warrant Study For South 19th Avenue Stucky Road Prepared for Meadow Creek, LLC 924 Stoneridge Drive, Suite 1 Bozeman, MT 59718 May 2006 BOZ 05021.01 Table of Contents Page INTRODUCTION I INTERSECTION LOCATION AND DESCRIPTION 1 Figure 1: Intersection Location 2 EXISTING CONDITIONS 1 Roadway Characteristics &Volumes 1 Intersection Characteristics & Volumes 4 Figure 2: Existing Traffic Volumes 5 Speeds 4 Traffic Operations 5 Crash History 6 TRAFFIC SIGNAL WARRANT ANALYSES 7 Warrant#1: Eight-Hour Vehicular Volume 7 Warrant#2: Four-Hour Vehicular Volume 8 Warrant#3: Peak Hour 8 CONCLUSIONS & RECOMMENDATIONS 8 Appendix A— Traffic Volume Data Appendix B— Traffic Speed Data Appendix C—Capacity Calculations—Existing Conditions Appendix D— Traffic Signal WarrantAnalyses Engineering, Inc. i Traffic Signal Warrant Study South 19th Avenue & Stucky Road South 19th Avenue &Stucky Road Signal Warrant Study INTRODUCTION The purpose of this report is to provide a detailed summary of the evaluation of traffic signal warrants for the intersection of South 19th Avenue and Stucky Road based on the eight signal warrant criteria found in the Manual on Uniform Traffic Control Devices. The methodology and analysis procedures used in this study employ the latest technology and nationally accepted standards. Conclusions made in this report are based on professional judgment and these principals. INTERSECTION LOCATION AND DESCRIPTION The intersection of South 19th Avenue and Stucky Road is located at the northeast corner of Section 23, T. 2 S., R. 5 E., P.M.M. The intersection location is illustrated in Figure 1. South 19th Avenue is classified as a principal arterial. Stucky Road is classified as a local road at its intersection with South 19th Avenue. EXISTING CONDITIONS Roadway Characteristics & Volumes Nineteenth Avenue is a state secondary highway (5-345) in Bozeman, Montana. It is classified as a principal arterial from Interstate 90 (I-90) south to Johnson Road. North of I-90 and south of Johnson Road, 19th Avenue is classified as a minor arterial roadway. From its intersection with Cottonwood Road, South 19th Avenue proceeds easterly for approximately two miles and then turns to the north. It continues to the north, changing to North 19th Avenue where it crosses West Main Street in Bozeman, eventually crossing over I-90 and terminating at Springhill Road. Near its intersection with Stucky Road, South 19th Avenue currently has a paved surface width of approximately 30-feet with 1- foot gravel shoulders and 5:1 inslopes. The pavement width provides for two 15-foot wide thru travel lanes. Engineering, Inc. 1 4 HUFFINE LANE 1(tiS91i -! +yy'I}J r . �y r. t i w c_� . - -- 1 tzqm '.,,WF;T KAGY BOULEWk�tfkx I STUCKY.ROAD v T ! ' S 19TH VE w i �UC1Y g INTERSECTION c : NTE Lu ! Ti Fit,M. O C BLACKIfVOOD ROAD M — ! Z O -/ ✓ O Z 1GOLDENSTEINJ LANE tit}%r l i O FIGURE 1 : INTERSECTION LOCATION WARRANT_FlGURE_01.DWG BOZ 05021.01 07/27/06 TEE South 19th Avenue &Stucky Road Signal Warrant Study As reported in the Traffic Impact Study for JCD Residential Development Meadow Creek Subdivision prepared by Robert Peccia & Associates in August 2005, automatic traffic counts gathered from 1994 to 2003 by the Montana Department of Transportation (MDT) found the traffic volume on South 19th Avenue to range from approximately 4,900 to 7,250 average annual daily traffic (AADT) north of Stucky Road during that period with an average annual growth rate of 4.40%. Automatic traffic counts gathered from January 24-26, 2006 found traffic volumes on South 19th Avenue of approximately 9,600 and 7,100 AADT north and south of Stucky Road, respectively. An MDT seasonal adjustment factor of 1.10 for the month of January was applied to the road tube counts. Stucky Road is a local roadway east of Cottonwood Road. From Cottonwood Road west to Gooch Hill Road, it is classified as a principal arterial. The Greater Bozeman Area Transportation Plan Year 2001 Update (GBATP) indicates a suggested northerly realignment of Stucky Road in the future from Cottonwood Road to provide a principal arterial with a direct connection to Kagy Boulevard. Currently, Stucky Road provides a continuous route from Gooch Hill Road to South 19th Avenue. It is currently paved from South 19th Avenue west to just beyond Enterprise Boulevard. At its intersection with South 19th Avenue, Stucky Road has a paved surface width of approximately 24-feet with 1-foot gravel shoulders allowing for two 12-foot travel lanes. Automatic traffic counts gathered from January 24-26, 2006 found an approximate traffic volume on Stucky Road of 3,400 AADT west of South 19th Avenue. An MDT seasonal adjustment factor of 1.13 for the month of January was applied to the road tube counts. Engineering, Inc. 3 South 19th Avenue &Stucky Road Signal Warrant Study Intersection Characteristics & Volumes The intersection of South 19th Avenue and Stucky Road is currently a T-intersection with stop control on the eastbound (Stucky Road) approach. As stated previously, two thru travel lanes are provided on South 19th Avenue, one northbound and one southbound. Two lanes are also available on Stucky Road, one serving left and right-turning vehicles from Stucky Road and one receiving lane for turns from South 19th Avenue. Traffic counts were conducted by Robert Peccia & Associates on September 8, 2004. A growth factor of 1.08 (4.50% per year for 1.75 years) was applied to the counts yielding total entering volumes of 988 and 1026 vehicles during the AM and PM peak hours, respectively. Counts on December 22, 2005 during the AM and PM peak hours determined total entering volumes of 541 and 793 vehicles during the AM and PM peak hours, respectively. MDT seasonal adjustment factors for the month of December were applied to the turning movement counts. The December counts were conducted when classes were not in session at Montana State University and may not be reflective of the typical traffic conditions during the AM and PM peak periods at the intersection. A summary of the traffic count data can be found in Appendix A. Figure 2 summarizes the adjusted existing AM and PM peak hour turning volumes and previously discussed ADTs for the street system. Speeds Speed data was collected by Marvin & Associates on South 19th Avenue in 2002 for an MDT speed zone investigation. Between Stucky Road and the future Blackwood Road the existing speed limit is 60 mph. The 85th% speeds in the area range from 52.75 to 64.32 mph. Copies of the speed data are included in Appendix B. Engineering, Inc. 4 o 0 ca 0 u F 0 a KAGY BOULEVARD STUCKY ROAD 169 164 (112x448) ADT = 3400 Lu ���► O w O ¢ (134) i = STUCKY* r (14)"'A Q t 25 426 NO 16)(228) GRAF STREET(PROPOSED) BLACKWOOD ROAD(PROPOSED) '= ROBERT PECCIA &ASSOCIATES TRAFFIC COUNTS-9/8/2004 X=AM PEAK (X) = PM PEAK FIGURE 2: EXISTING TRAFFIC VOLUMES WARRANT_RGURE_02.0WG BOZ 05021.01 07/27/06 TEE i South 19th Avenue &Stucky Road Signal Warrant Study Traffic Operations Unsignalized intersection capacity calculations were performed for the intersection of South 19th Avenue and Stucky Road using Highway Capacity Software 2000 (HCS2000), Release 4.1 d, which is based on the procedures contained in Chapter 17 of the 2000 Highway Capacity Manual (HCM2000). The HCM2000 defines level-of- service (LOS) as "a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions and comfort and convenience." LOS is described using letter designations from A to F, with A being the most favorable operating conditions and F being the worst. At the intersection of South 19th Avenue and Stucky Road, the northbound approach currently operates at LOS A during both peak hours, with an. average delay of 8.0 seconds per vehicle in the AM and 9.2 seconds per vehicle in the PM. The eastbound approach operates at LOS D during both periods, having an average delay of 26.3 seconds per vehicle in the AM and 26.0 seconds per vehicle in the PM. Detailed capacity calculation results for existing conditions are included in Appendix C. Crash History A review of the crash data for the intersection of South 19th Avenue and Stucky Road found that seven crashes were reported during the three year period beginning July 1, 2002 to June 30, 2005. The equivalent crash rate was found to be approximately 0.69 crashes per million entering vehicles (mev). Only one of the seven crashes resulted in injuries. The remainder had property damage only. In addition, only two of the seven crashes were of a type correctable by a traffic signal. Engineering, Inc. 6 South 19th Avenue &Stucky Road Signal Tarrant Study TRAFFIC SIGNAL WARRANT ANALYSES A traffic signal warrant analysis for South 19th Avenue and its intersection with Stucky Road was performed for existing volumes. The Manual on Uniform Traffic Control Devices, 2003 Edition (MUTCD) defines eight warrants establishing the minimum criteria for the installation of a traffic control signal. It was determined that three of the eight warrants (Warrant #1: Eight-Hour Vehicular Volume, Warrant #2: Four-Hour Vehicular Volume, and Warrant #3: Peak Hour) are currently met at the intersection of South 19th Avenue and Stucky Road due to the traffic volumes and speeds (± 54 mph) on South 19th Avenue. Removing southbound right-turn movements from the signal warrant analysis,the intersection still meets the same three signal warrant criteria. Warrant#l: Eight-Hour Vehicular Volume At the intersection of South 19th Avenue and Stucky Road, the eighth-highest vehicular volumes were determined to be 570 total vehicles per hour (vph) on the major street (South 19th Avenue) and 127 vph on the minor street approach (Stucky Road) from the imadjusted traffic count data for existing conditions. These volumes satisfied the warrant minimum criteria for Conditions A, B, and the combination of Conditions A and B. The 70% warrant minimum volumes were used for the evaluation of Conditions A and B, accounting for the posted speed limit of 60 mph on South 19th Avenue as well as the 85% speeds of approximately 54 mph. The 56% warrant minimum volumes were used for evaluation of the combination of Conditions A and B. With the reduction for southbound right-turns, the volumes were found to be 430 vph and 127 vph on the major and minor streets, respectively. Using the same warrant minimum volumes as indicated above, the reduced southbound volumes only satisfied the warrant minimum criteria for Condition A and the combination of Conditions A and B. Engineering, Inc. 7 South 19th Avenue &Stucky Road Signal Warrant Study Warrant#2: Four-Hour Vehicular Volume The fourth-highest vehicular volumes were determined to be 625 vph on the major street and 193 vph on the minor street approach from the unadjusted traffic count data for existing conditions. These volumes satisfied the warrant minimum criteria for Warrant #2. Again, 70% warrant minimum volumes were used for the evaluation of the warrant criteria. The fourth-highest vehicular volumes were determined to be 564 vph on the major street and 119 vph on the minor street approach with the reduction for southbound right turns. These volumes also satisfied the warrant minimum criteria for Warrant Q. Seventy percent warrant minimum volumes were also used for the evaluation of the warrant criteria for the reduced volumes. Warrant#3: Peak Hour Evaluating the peak hour volumes from the unadjusted traffic count data for existing conditions, volumes of 205 vph and 984 vph were found for the minor street approach and total entering volume at the intersection, respectively. These volumes satisfied the warrant minimum criteria for Conditions A.2 and A.3. Similar results were found with the adjusted volumes for southbound right turns accounting for 851 vph entering the intersection during the peak hour. Detailed signal warrant analyses are included in Appendix D. CONCLUSIONS & RECOMMENDATIONS Analysis of traffic signal warrants show that the intersection of South 19th Avenue and Stucky Road currently meets the minimum criteria found in the MUTCD. Therefore, consideration should be given to installing a traffic signal at this location for the improvement of intersection operations. Engineering, Inc. 8 Appendix A Traffic Volume Data 51, 6i RE 17 mm- gi - ------------ ........... ....... cn Owl oi a'u; qj cu In f z .3—u 52 'i c; '74 1R10j,jo a2icluaaloa eA 4f H5 I,i i6 Q Percentage of Total y ( o b ._ c c o o c � b o '•c Q�1 0 s o 0 0 o a e O o ON = 3 N ,) ( W J �^• IJ J L VNi N N C � dJ. In + N I ri t- _ W N J IJ SS A J In C ,4 i I I V x V3 N +J v N T k •--' A _ A .- .! '' � V C _ w N J t J C y CD x ^ ^J a �•. ✓' I I T o > I i � rMA c. o I o I I _ C o A •- N N '..� 4+ A A N U W U -• N W IJ O _ _ o� I 1 �E w � i O� L1 N U W A C aF 14 cq r g tun < RE i, 4;. ..... AF q 14 tv 'i Fli q, MR JU VZ -_5 P", ff 4 oi n A' Ri 0 9 reloL jo a2muawaj E A t ZZ 140 1 aki t08060 S'dV PeO1L-3�0rus attwnV''[�GI-47R0S NVW3208 ■ S9N17719 �; sJoRamns puoI puo siaaulbu3 6ul;Insuo7 y an=,'V ga61,pnoS Iul m0 ISt Z8I .lit ILL I'i Pad 0 9Zt SZ 0 m r o w y WV St:L c rn tO/80/60 9t6 0 w g c 2uuaIug po l a o Z�uu9 o a I'[uefi 0 o P:)IJNSufl 0 1 0 t9L 1691 Pad I JA HI —I'd 6£S £££ inp uT an=AV LP61 ynoS 98'0 E00:00"Ir- 00'0 00'0 00'0 00.0 L8'0 SZ"0 t9'0 00.0 88'0 ZL'O 00-0 00.0 IL'0 69.0 16.0 00.0 8L'0 Z8'0 00.0 dHd �_:0:" I x O'0 O'0 00 00 0'001 8'o 9'£I 0"0 9'S8 0'001 0'0 0'0 S'tG S'S 0'001 TO 8'OS Z'Gt O'0 %gaeos V 9t6 0 Q: taL " 8Y 4 £tL �ri* f1JGi cZ ££€ 0 CI IkQi ' ....„ .... _ .... ., _ ,.. .,,.. a .. 98i 0 0 0 0 0 8£ 0 9 0 Z£ ZL 0 0 69 £ 9L 0 L£ 6£ 0 ATV O£:8 ;: "Z 0 0 0 0 0 ££ 0 L 0 9Z OZi 0 0 £I I L 1 16L a_ 0 it NV 00:8 o,.�o; a 4 .. i) � 00'I 00'I 00100'1 00'I 00'L 001 00'I 001 00'I 00'1 00'I 00*1 00'I 00'I 00'I sOSOzd Tulo l trios, Pad 'd .L I P.J, Pad ZT I I 1e101 Pad 2T .I. Pad W I I guns,IMS luI asug atp Wma lsaJA alp uiosd cpnoS acp wos3 LPsON atp wOs3 puo'd 4)rus anuanV T61 g4noS anua,%V T61 gmoS anu4mV T61 TnOS aaasiS ynoS/TsoN peo2T i31in7S aaanS asampse:[ uoisnupgnS IaasD mopeaN :uonduasaQ»atosd =gtunN laatosd uopuiso suers, U1V St:8-St:L)snOH$uad 11TV :pouad auras.7unoD 30 auauzasudaQ eueiuoJ.1/ueuazog 30 STD :uopaipsun tOOZ/8/6 :paunojnd aauQ peon Apn3S saiuoossV ag utaaad uago-d :,fuudmoD/A3ua3V V=MAV T61 pnoS :uop:)3=3uT zAq pmunoD KNINAMI AxVNWnS IN IOD JNaWaAOW ONINxnz NOIJDHSUHJN1 INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Intersection: South 19th Avenue& Agency/Company: Robert Peccia&Associates Stuckv Road Date Performed: 9/8/2004jurisdiction: City of Bozeman/Montana Department of Count Time Period: PM Peak Hour(5:00-6:00 Pill) Transportation Project Number. Project Description: Meadow Creek Subdivision East/West Street: Stucky Road North/South Street: South 19th Avenue South 19th Avenue South 19th Avenue Stucky Road From the North From the South From the West From the East Int. Start Time L T R Ped Total L T R Ped Total L T R Ped Total L T R Ped Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 Loo 1.00 1.00 1.00 1.00 1.00 515 PM 0 133 39 tO 172 2 53 0 0 55 30 0 5 1 36 0 0 0 0 0 263 0 :;r ;xB ..4a _ .. .,,. . l.._..Q,5:45 PM 0 102 2G128 8 67 0 0 75 27 0 0 0 27 0 0 0 0 0 230 A roach% 0.0 80.0 20.0 0.0 100.0 6.6 93.4 0.0 0.0 100.0 89.9 0.0 9.4 0.7 100.0 0.0 0.0 0.0 0.0 0.0 7z; v 2, €.0"', ao';, .. ., .. aa,. O,a PHF 0.00 0.84 0.72 0.00 0.81 0.50 0.85 0.00 0.00 0.81 0.86 0.00 0.70 0.25 0.87 0.00 0.00 0.0 OF 00 0.00 0.91 South 19th Avenue In Out 560 362 RT TH I LT Ped 112 448 1 0 0 Unshifted Bank 1 °o o ^� Bank 2 0 .0 Total EnteringCD 953 09/08/04 <n ,a 5:00 PM v rr7 5:45 PM � � '2 O � o m 0 16 1 228 0 Ped LT TH RT 462 244 Out In South 19th Avenue ENGINEERING, Consulting Engineers and Land Surveyors C, BILLINGS • BOZEMAN c� South-19th-Avenue_Stucky-Road_PM 090804 Page 1 of 1 Igo C a&d 50ZZ�C INV Peog-6xoNS anu�ny'4�GI'43nog NVW3ZOO ■ SONI1719 e; SJOhaAMS P1(QI p[;Q SAGUIBU]5U111 O) Y anwnV gab[ganOS ul an0 £8Z 88 J.2I H.L I'I Pad 0 #9Z GI 0 0 O Y1V 00:8 00 o WV SUL a SO/ZZ/ZI Z#S 0 ulzalu'j plol c l o Z luug O o o W I Ktmq o pag�gsnn 0 1 0 SS Icil Pad ZZ H1 I .IN ZZ£ 861 in0 uI anwnV LP61 cpnoS 8L'0 END, 00'0 00'0 00'0 00.0 £L'0 00.0 SVO 00.0 9L'0 ZL'0 00.0 00.0 £L'0 89"0 SL'O 00'0 IL'O 6L'0 00'0 dMd F}40.I, Etltl .tYFL, w44,u,uOA.. ,,,£II 0.4,_:90.,. ,QCi.. f0'0 0'0 0'0 0'0 TOO 0.0 6'# 0.0 I'S6 0-001 0'0 0'0 £'£6 L'9 O'OOI 0'0 1'L9 670 0 0 %gauos V [Si 0 0 0 0 0 SI 0 0 0 8I L9 0 0 Z9 S 99 1 0 0# 9Z 0 I�V 008 SZ1 0 0 0 0 0 lZ 0 Z 0 61 S9 0 0 19 # G£ 0 lZ SI 0 WV 0£:L E6A. 00'1 00'l 00'I 00't 96'0 96-0 96.0 96.0 ZO'l ZO'i ZO'i ZO'l ZO'I ZO'I ZO'I ZO'[ sOaaug Mol lujO L Pad II .L I IuaO L Pad II I 'I IuaO L Pad -I I I teao l Pad 2I 1 'I zany lim, .1ul iSeg aga uzoiq asam aga u:os3 glnoS zga uiosd tPON 9T wO:rJ puog,iprus anwnV LP61 cpnoS anwnV LP61 TARS anuanV 1116l glnOS :aazzjs ganOS/cP=ON Puog.i3[anaS :aawls asaM/IsuH uocsrnrpgnS paxD mopmjkT :uonduasaQ»a(osd IO'IZ050 7_OS saqumN 1301 d uonuuo sues 1, (S1:8-SI:L)-OH Tad 11V :pouad aun,L aunOD 3o awuracudaQ uuuauo3l/uuumzog jo 11D :uogaipsun SOOZ/ZZ/Zi pauuo3sad aaeQ puog 1.PnIS -aul`$uuaaucduH :XuudwOD/'6w2V ,g anwnV cP61 cpnoS :uoAoassaaul T;I)Um m sump :,ig pawnoH AWLiTWIS J N[lOD J M2[ aAOW ONINUM,NOMHSH211MI INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By. Tom Eastwood Intersection: South 19th Avenue& .Agency/Company: Engineering,Inc. Stucky Road Date Performed: 12/22/2005jurisdiction: City of Bozeman/Montana Department of Count Time Period: PM Peak Hour(4:45-5:45) Transportation Project Number, BOZ_05021.01 Project Description: Meadow Creek Subdivision East/West Street: Stucky Road North/South Street: South 19th Avenue MAW South 19th Avenue South 19th Avenue Stuckv Road From the North From the South From the West From the East Int. Start Time L T R Ped Total L T R Ped Total L T R Ped Total L T R Ped Total Total Factor 1.02 1.021 1.021 1.02 1.02 1 1.02 1.021 1.02 0.96 10.96 0.96 0.96 1.00 1.00 1.00 1.00 ,.t,b 34 .;D,. - ,.2.. 0 ,x.,3b.,, �j}... % 5:00 PM 0 97 27 0 124 i 38 0 0 39 39 0 4 0 43 0 0 0 0 0 206 °.4 �i_iI 30, :35. ,, ..tP.j .r0 5:30 PM 0 97 18 0 115 0 33 0 0 33 34 0 3 0 37 0 0 0 0 0 185 C5'itut��cri A roach% 0.0 80.3 19.7 0.0 100.0 4.5 95.5 0.0 0.0 100.0 90.7 0.0 9.3 0.0 100.0 0.0 0.0 0.0 OA 0.0 Cttal:4ta 46 .,11.5; Fit `3Y;0 2�b,','I3(1 .0',:Q .22�, 17 3 'Q.�, .-.18,.: ..Q{t.,.,i�9 0,,.. :fT 0,. ,.0:0"; 0 0 "4 0„ . ll l} t �100 t3; PHF 0.00 0.96 0.76 0,00 0.93 0.33 0.78 0.00 0.00 0.73 0.88 0.00 0.70 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.96 South 19th Avenue In Out 463 L308 RT TH LT Ped 91 372 0 0 Unshifted Bank 1 O c o Bank 2 R Total Entering 793 x 12/22/05 4:45 PM `7 5:30 PM I" n ,► o O 0 8 171 0 Ped LT TH RT 386 179 Out In South 19th Avenue ENGUNJEERINOr INC. 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V W y 0 0 0 0 0 0 0 0 0 J am W ¢ z W co O Oa "QZQ N N M M Q Q b 4b'f b tbp ;zO W N Q o b o Nb bONl TM TQR iNn hOChAI bQO�O� hX 1 h TN h 013 (D �o w O C N N Fn C z UOp ---'ir -_-_-_ _-_- _O z t. eM M M MO Q sRe_o CL i CL O L .. m ... W :W'- h Q N O N h coi 7 v N N O Y5 c- , r r � 'G:�: n Q N N b 0 Y� N �! T N OS R N N F ���� n t7 � � r• W m 0 h O to O tf O i0 O 1b h hO tl ft CO Q. (n s�� It S313MA 3039Y1N30tt3d ♦♦ M O h 0 4f O 45 O to O try V Q F COJ z ..�_.....� N M M Q It10 In b rp h h W W 0 = U W O 0 0 0 0 0 y W CL to uj W iu c9'. ~ z °' W d F ¢ x U) US Appendix C opacity Calculations - Existing Conditions TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Tom Eastwood Intersection S 19th Ave/Stucky Rd Agency/Co. Engineering, Inc. Jurisdiction City of Bozeman/MDT Date Performed 411812006 Analysis Year 2004 + Growth Factor Analysis Time Period AM Peak Hour Project Description BOZ 05021.01 Meadow Creek Subdivision East/West Street: Stucky Road North/South Street: Intersection Orientation: North-South IStudy Period hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 24 652 0 0 172 160 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 24 652 0 0 172 160 Percent Heavy Vehicles 5 -- — 0 - I - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 1 0 Minor Street Westbound Eastbound Movement 7 8 19 10 11 12 L T R L T R Volume 0 0 0 116 0 20 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 0 0 116 0 20 Percent Heavy Vehicles 0 0 0 0 0 33 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay,Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 24 136 C(m) (vph) 1209 302 lc 0.02 0.45 95%queue length 0.06 2.22 Control Delay 8.0 26.3 LOS A D Approach Delay -- -- 26.3 Approach LOS — -- D Rights Reserved HCS2000TM Copyright C 2003 University of Florida,All Rights Reserved Version 4.1d Version 4.1d TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Tom Eastwood Intersection S 19th Ave/Stucky Rd Agency/Co. Engineering, Inc. Jurisdiction City of Bozeman/MDT Date Performed 411812006 Analysis Year 2004+ Growth Factor Analysis Time Period PM Peak Hour Project Description BOZ 05021.01 Meadow Creek Subdivision East/West Street: Stucky Road North/South Street: Intersection Orientation: North-South IStudy Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 8 228 0 0 576 168 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 8 228 0 0 576 168 Percent Heavy Vehicles 0 — — 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal I 1 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 128 0 20 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 0 0 128 0 20 Percent Heavy Vehicles 0 7­1 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration I I LR Delay, Queue Length,and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 8 148 C(m) (vph) 871 316 /c 0.01 0.47 95%queue length 0.03 2.37 Control Delay 9.2 26.0 LOS A D Approach Delay — — 26.0 Approach LOS -- -- D HCS2000TM Copyright 0 2003 University of Florida,All Rights Reserved Version 4.1d Appendix D Traffic Signal Warrant Analyses TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY analyst: Tom Eastwood Intersection: South 19th Avenue(S-345)& lgency/Company: Engineering,Inc. Stucky Road Date Performed: 7/27/2006jurisdiction: City of Bozeman/Montana Analysis Case: Existing Conditions(2005) Department of Transportation Project Number: BOZ_05021.01 Major Street: South 19th Avenue Direction(N-S or E-W): N-S Project Description: Meadow Creek Subdivision- Minor Street 1: Stucky Road South 19th Avenue Direction(N-S or E-W): E-W Total#of A roaches: 3 Major Street S eed Limit: 60 m h Max Ivlajor Street 85th%S eed: 54 mph Description Warrant Met? arraair : ' z hte�cularol�e .r,........_ .,t, _ _.�.,. . _. . v. ... ..,... : .�; Warrant 2: Four-Hour Vehicular Volume Yes � p d Warrant 4: Pedestrian Volume No arxant � kSehoo .wCrassxn ,' Ncrkl Warrant 6: Coordinated Si al System No Warrant 8: Roadway Network No ' aauirnlaer oI"WarranMe a ` . n: uW; ,n TMn G {¢ ENGINEERINO 2 d { f A Consulting ngineers and Land Surveyors �, BILLINGS 0 BOZEMAN M,iFIC SIGNAL WARRANT EVA JATION lnalyst: Tom Eastwood ;y Intersection: South 19th Avenue(S„345):& agency/Company: Engineering,ihc'.' „ Stucky'Road Date Performed: 7/27/2006 urisdiction: City of Bo"ieman f>Montaria " "knalysis Case: E-dstin Conditions(2005) , De artinent of Trains ortation, Project Number: BQZ_05021.01 ' Major Street: South 19th Avenue: . Direction(N-S or E-W): N-S--, ' Project Description: Meadow Greek Subdivision Minor Street 1: Stucky Road South 19thAveriue Direction(N-S or E-W): E-W Total#of Approaches: 3 Major Street Speed Limit: �_60 m h Max Major Street 85th%S eed: 54 mph Elm Sim Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7.00 South 19th Avenue NB . 7 :; "'3 4$,' 1S4, South 19th Avenue SB '15 9 .$ . Z 7" '.19 64 263. 3 1 2 1 4 19 119 Peds X-ing Major gi Hour Beginning 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 South 19th Avenue NB ',,v231 t161 "`'; : >< 174 .189: South 19th Avenue SB 396 •._ �2I6 ;' 187; �314 �339� ... 330. 27 :402 131 51 85 193 127. 96 79 157 ON Peds X-ing Major Hour Beginning 16:00 17:00 18:00 19.00 20:00 21:00 22:00 23:00 South 19th Avenue NB ,2091 =2Q8 1.12 ..:': , ..122 < , 59 South 19th Avenue SB 412, �; ...°570, .":�..394.. : "'„ 268 f21?" 161 73:.; 35. , 147 205 125 57 45 42 14 7 L Peds X-ing Major Approach Lanes Major 1 Community Less Than 10,000 Population or Y I S eeds Above 40 mph on Major Street?(Y or N) J .�QWQiA liZjr ..�'•...�, tT 't ..! ! �a x c< a < a a x 1 n ¢ a v `a12f111tm1t1XI VbITT1�1eS 11) a PRO ITA�4 v; l crtm-0r 0 Qfyv k}�� n ¢ x �' csr t et 57 w " 50` �'':. Condition B-Interruption of Continuous Traffic Eighth-Highest WarrantAflnimum Volumes( h) Vehicular Volume(VPH) 100% 70% Number of Qualifying Major Street 570 N/A 525 Hours: 8 Max Minor Approach 127 N/A 53 Warrant 1-Condition B Minimum Criteria Met? Yes arrant- ysis_� -r ve_ tuc y- _ xisang Page I o Cow anon o God�ton's A& k 'sue a 'Ift'b s m s ut �z x Condltxcrn . M1nIIY21tITT YehxGular Volume ,� ka � ErgK Fhghesu Eparrarit, I, ?urn�V'olumO(vph) �Ttazter of fuahfsng Maloz,uixeet 570 L ours , 10 ibia , IttiiiisNpproach 2ttOn;A14inim—nilJ CL1Cef1 tf Candyu©n B Interntptlon�£Cox�tcnuQus4-Traffic -FFIr ' r.rt s,�. is z s, y 7.,y,�,ny. *�x x MU Watxant Mrnrm li Valu7TXL'S 4V�7h) Y N„°,y. Y Ergthth ./.Les de f t�t�;,S „,a'.k »rfi. ?�.:.•:-''§>'�'' ...,.„s:$ .,:P mehYCUlt" a;. L',� �..w rv.., � k:JV tu3 k w,•r + z-s vt x-z {{e�s s m.-s t �+ 1 ,s - a xcxa lz. s .�.. � ,,r„vs't' ..;���t9t�A z�aael�,' f � ^£v s, �.�?'�,„.. � °:�� ��sn-c ram,. Warrant.L Gaiiiliiciiz31�tniinu rpi 3Cz�terta Warant 1 ..:ComEbrxatic� fCandxtxons A&$M>nrmum'Cntena Met? :,..,F x:Yes T Warrant 1- Minimum Criteria Met? Yes Approach Lanes Major 1 Community Less Than 10,000 Population or y Minor 1 Seeds.Above 40 mph on Major Street?(Y or N) Fourth-Highest Warrant Minimum Volumes( h) Vehicular Volume(VPH) 100% 70% Number of Qualifying Major Street 625 - - Hours: 8 Max Minor A roach 193 N/A 89 Warrant 2 Minimum Criteria Met? Yes Approach Lanes Major 1 Community Less Than 10,000 Population or y Minor 1 Seeds Above 40 mph.on Major Street?(Y or N) T gy� 02 Nc or�dtx�sn A 1$ Stopped Tune I7eXay4on M1nC?1�rJtret Apprch x - r & Pealr.i3'atlt StaplJecl. eMy"' -. r J �w`sxaarom aS' ra c x» " r ...s a 4 ."t�.,.y:,�m e `x=a`; �* x vn . r, Ste eri'' Tela . o R �.�. „W'' iii f RE ,3r CQnt ItttY2LA.". tnY21fu2Y1 CrttCfla-.MCt.... - r `� � odxtxon A.Zeueouine on lnortretSER pptcach ens p�; ,. �f,V i�5al.++ aLdl T^u`ta.^ tsYr`Wt,��u+a 5p t a'"a'`s`` �or a�LYee�1� azsa Y' w �." :�.< „0;����... "^ ;"'s�. v m'' "' �-.N ri A..�,.��*�. ,�«,<.. � a�5�u .g p ', <,M-4 Canctxta cif A 3 ;'Total l nterl '�ttlixm s f7a77er YJ3�7d f e2E' afaEd MC( ''llte a Y � a J .-a `� ?t mt 5 312=, i n t7 T2tne 12tPCSL' ttUrX a�?[a 4[i l Cl t' sa smiamg `*. ;+.,>;�r ,�k,s „aE x sm d r,tu '>'?^ Ymwr .� 84- k » 4u , „ rdfrant. t3YTt1tf D2T A3: 1121IIYttrrL.. rItCElsl„MCA? ... A ¢'1itapt 3, €ntioxi A Mu #x�uiz Critetsa Condition B-Vehicular Volumes on Both Approaches Maximum Simultaneous Warrant Minimum Volumes(vph) Volumes(VPH) 100% Number of Qualifying Major Street 1 779 - - Hours: 8 Max Minor A roach 1 205 N/A 122 Warrant 3- Condition B Minimum Criteria Met? Yes Warrant-Analysis_S-19th-Ave_Stucky-Rd_Existing Page 2 of 4 Divided street having median of sufficient width for Distance to nearest traffic signal along N' 1285 feet pedestrian to wait when crossing?(Y or N) major street: Condition MuiYmum Pedestrian Vouumt ai�o on r Street lan laet t? u�g I!✓IslXMI'Mm Pedestrian Brcycltst arrant, tnzrnums H"ours100 Weds rvp, Crpssxn :Volume k 3 4-Haul, 41,Hozr,. Zuaxf Eualtfrug yj} taur > ds 0 0 Number of adequate gaps in traffic stream for pedestrians to cross 1, Warrant Minimum during peak pedestrian volume period: fps 60 a s Warrant 4- Condition B Minimum Criteria Met? No Warrant 4 - Minimum Criteria Met? No Average size of groups of school children at an established school crossing across the major street: 0 Length of crossing period minutes Total number of students during the highest crossing 0 Distance to nearest traffic signal along 1285 feet hour. := major street: nitr1401s Lllk1atC�1Tatdp dt3r 21g t1Ye7erf6C wYeSt a �`r'a164 ; 4tf1£�Cllfu� 7ltg r rrx et >ncx ,.,$ at fr ,: fi ?►xum En` erx lul Is the major street traffic flow: (Enter i or 2) Are the adjacent traffic control signals so far apart (1)one-way or primarily in one-direction 2 that they do not provide the necessary degree of (2)two-way vehicular platooning?(Y or N) Warrant 6- Condition A Minimum Criteria Met? N/A Condition3 2 wo, attee atxd 'rosyrvpratxan raQsl1 �tf stgnals tvitlklece� Ztes�� f cin uCtanga of'saffic� � r �1 ^ vmx.ra1.-i4hn'.wX�(,a {F.�.�<CQn-.iti1532. ,1121n°lffi Criteria.l�et3 ., ik f ,„k >,s.a,. IN Condition A-Adequate Trial of Alternatives Has an adequate trial of alternatives with satisfactory observance and enforcement failed to reduce the crash frequency?(Y or N) NA Warrant 7 - Condition A Minimum Criteria Met? No Cadc>r#on=l3Tuisiber QRe acted Crash " �r.. .. . .�. ,>,..A.. ,. ,...a W txtal nustb trepod crashes,gftppe suscejZftble is correctton by aaffic cantrvZ s occurrung arrant � txi���znassrli lZeirod each.gash mvolvxv� xsozca�in�ar�ro�exty�darna�e appai�niiyexce�dtrsg ,2 1GI"xz�sraiurtr' ZEE Warrant Cadxtiat,B hlxnitnu Crate Mr t� Condition C-Traffic and Pedestrian Volumes Condition A-Table 4C-1 Eighth-Highest Warrant Minimum Volumes( h) Vehicular Volume(VPH) $Q% MY2 Number of Qualifying Major Street 570 N/A 280 Hours: 10 Max Minor Approach 127 N/A 84 Condition B-Table 4C-1 Eighth-Highest Warrant Minimum Volumes(vph) Vehicular Volume(VPH) 00 0 56% Number of Qualifying Major Street 570 N/A 420 Hours: 11 Max Minor Approach 127 N/A 42 Warrant-Analysis_S-19th-Ave_Stucly-Rd_Esisting Page 3 of 4 Pedestrian Volume Number of Qualifying Maximum Pedestrian/Bicyclist Warrant minimums Hrs.More Than 80 Peds: 0 Crossing Volume 4-Hour 1-Hour Number of Qualifying 0 PED/HR 80 152 Hrs.1Nfore Than 152 Peds: 0 Warrant 7- Condition C Minimum Criteria Met? Yes q€ y�yy��Tp�� /y (y� h t,{211.11.L111, �{reii �r i� a 'i i a� LI Definition of a Major Route Do two or more intersecting routes have at least one or more of the following characteristics? No �. Part of the street of highway system that serves as the principal roadway network for through N traffic flow;(Y or N) B. It includes rural or suburban highways outside,entering,or traversing a City;(Y or N) N' C. It appears as a major route on an official plan,such as a major street plan in an urban area traffic and transportation study.(Y or N) N ittcongt "' erage.' eIay Eistg,' tckJ 'raxtwted 5eax `Fatal Enter�ngolume C7L�S1'stl� fseY��.1�.C`1.' x�3, a- editt Pettr.lrinCTn `. .x �'arranr� ixt�untrm,. 3,a"�r..- 'r r ,`}t •.k., a 4 xw:., .xz ,' -� '1.: .tlzk'.t'�? XT4)2� cerrrtre tfa��ls ,nr 7„yat,$,x aa,i",,2 .a,`.. 'tlarraxx>;B, G ►nctic3 ..,1.I3trt�snuC:titcrl�.6X1.�..'t.y ��.e,t!�,:Mz -.,xs'�,`.w °r x yNC � w�.'=`. Condition B-Nonnormal Business Day(Saturday or Sunday) Existing, or Immediately Projected,Five-Hour Total Entering Volumes Does the intersection have a total existing,or immediately projected,entering volume of at least 1,000 vehicles per hour for each of any 5 hours of a nonnormal business day?(Y or NV Warrant 8 - Condition B Minimum Criteria Met? � A ENGINEERING, Consulting Engineers and Land Surveyors c� BILLINGS ■ BOZEMAN IVarrant-Analysis_S-19th-Ave_Stucky-Rd_Esisting Page 4 of 4 TRAFFIC SIGNAL WARRANT EVALUATION SUMMARY lnalyst. Tom Eastwood Intersection: South 19th Avenue(S-345)& )Igency/Company: Engineering,Inc. Stucky Road Date Performed: 7/27/2006jurisdiction: City of Bozeman/Montana analysis Case: Existing Conditions(2005) Department of Transportation Project Number: BOZ_05021.01 Major Street•. South 19th Avenue Direction(N-S or E-W): N-S Project Description: Meadow Creek Subdivision- Minor Street 1: Stucky Road South 19th Avenue Direction(N-S or E-W): E-W Total#of Approaches: 3 Major Street S eed Limit: 60 m h Max Major Street 85th%Speed: 54 m h Description !! Warrant Met? iirfailt 1,,r Hflllx ,X e cLl a�Vi? u1 k+t G z : 5 ,q .3 rx Yl $ Warrant 2: Four-Hour Vehicular Volume Yes Wran ,Peak Hour h es ra Warrant 4: Pedestrian edestran cVolume No Waarrant ✓2 � 2flolrpS$in f,5 A 45 R v�✓ Warrant 6: Coordinated Signal System No Warrant 8: Roadway Network No Toa saber 4€Warrants k u Y ri ENGINE&RING A y Consulting Engineers and Land Surveyors C, BILLINGS • BOZEMAN c� TR-i FIC SIGNAL WARRANT EVALOATION pg",Y�Cclmpany. t: Tom Eastwood Intersection: South 19t1i Avenue(S-345)'& Enguieer ng,Inc- „ Stuckp Road Date Performed: 7/27/200'6 Jurisdiction: City of Bozeman%1ltontana �nalvsis Case: Emstin Conditions(2005) Department of Trans ortation Project Number: BOZ_05021:01 Major Street: South 12thAvehu'e Direction(N-S or E-� N-S Project Description: Meadoui Creek Subdi�nsion :Minor Street 1: Stucky Road .South 19th Aoeriue Direction(N-S or E-V�: E-W <Total#of Approaches: 3 Major Street Speed Limit: 60. mph Max Major Street 85th%Speed: 54 :" mph Hour Be 'nnin 0:00 1:00 2:00 3:00' 4:00 5:00 6:00 7:00 South 19th Avenue NB "� 2 2 15� .`.48 .1�54441; South 19th Avenue SB 11. 7 7: .' .2 1 9 = 30 123 3 1 2 0 1 4 19 119 a,wb s^+h sw» 4 Peds X-in MajorAll Hour Beginning 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 South 19th Avenue NB 409; 225 1,93 341. 231` 161 174 South 19th Avenue SB 228 117..,_ 116 ,�; 149 199<. `187. ;..r �191 `.294 131 51 85 193 127 96 79 157 Peds X-in Major Hour Beginning 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 South 19th Avenue NB 203 ..x 299. �x,.,208„m , 112 _< "�_.._1,22 �.� 59 _:42, :.- South l9th Avenue SB 323r<::' 43:7 351.:: :�217,.`.� 186 .141 :: 62 ..... 147 �205 . v 125 57 45 42 14 7 Peds X-in Major ' � ,- Approach Lanes Major 1 =Community Less Than 10,000 Population or Minor L ',� : r' S Pee Above 40 mph on Major Street?(Y or wuc nx C(�nt lt20n A 1121ITIu2,V"I'ti tr VQlux e & Numbe O rx d ug ( kl ttrEet v n xs w M ;Aa� Ma 4 4y V S`"' Ei'c" r:1+W .4 !:. kr 5 4't ^K `h' Fla6z h' +ffid did§ (1Y$ /�yey{ ,t '} y w A�13rtt <,:f3nCttE01k. 1137x�Itttn;�r2t4'Tls[TMCt ?y ` 3 YCS.,., °z�� �^� Condition B -Interruption of Continuous Traffic Eighth-Highest Warrant Afirtimum Volumes(vph) Vehicular Volume(VPH) 1 0° (�% Number of Qualifying Major Street 430 N/A 525 Hours: 5 Max Minor A roach 1 127 N/A 53 Warrant 1-Condition B Minimum Criteria Met? No arram- ys,s_ - ve_ ruc-y- _ sis=g_ jusle age I o Coml2tnat�on o£Goriclrt;Eons A&$ �``�`�" ri Canxtton d A M2nlml22T1 Vehicular Volume " l�xghth Hrghesr C arrarzlVtirzrrnutr�YolirmEs:('pl , x 4h2Ct24r VS1lIrnB(V �l) Q� „'vv/0^ utxjaer Pl Qualxfytn 141a ox: tret.. 43Q IOTA 280 ereiss 1Q , a[a .x�lutoi A `oaeh 12 . x /A4,_ 77 �. V C`onchiton;:c3�14lintmutm;Grtteii MEts Yes'` Gandxtx tinuous "raffic, hthIg�2CSl ✓ arlant2tlXtXlrin2 VQ�ti1Zl4'S(Yph) zT :^ VellreularYo ume IN- ' .tIOr Watran>kTIC11oAt ndttiPtr: `1 ntmu .Gntetta Tt et , Y�5 '4artaixt 1 Camrbrnatias of conditions &B Mxrimuiri'Cr*teta.Vtex: ., y F. Yes: Warrant 1 - Minimum Criteria Met:, Yes Approach Lanes Major 1 Community Less Than 10,000 Population or Y Minor 1 Speeds Above 40 mph on Major Street?(Y or N) Fourth-Highest Warrant Minimum Volumes(vph) Vehicular Volume(VPH) 100% 700/6 Number of Qualifying Major Street 564 - - Hours: 7 Max Minor Approach 119 N/A 105 Warrant 2 Minimum Criteria Met? Yes MEWASM Approach Lanes Major 1 Community Less Than 10,000 Population or Y Minor 1 Seeds Above 40 mph on Major Street?(Y or N) Ca:ntdit�r�s#i A.l. Stopped.Tu�ie l�e�a�oi�lY�tndr�Street Apprtsacli ., hp A,w� fiCctiditxon A Yescularaluine on 1Iinor SreeAproach rya r. x s rah m wx ya nx z„ 3 « HQ .Vrer'4'u ar` Qr '4 es >; k` 4, a� � L. BR�Zi za,,.� �z�3,�� ' s=sg Ju .�'*a ,��t,�s.3 �,€w w.q g +vas � ## "x�`�;✓3 x 3„�,`K� e � z+".-;r ,� a :"��� �r E ,`xr -w2'z st ��,,.Sya,�,, �tdtt ? + spt�xheS � E3raCs�c"HOt72erlrlaa " s a #22� 1D$k2LfrlZ a -g x �q.i ae to $''� 'R[ ��'�fi.�s"`u�"��t'�YT�8rSe7i"t103'1 z r n# x z as �a ��F,� �. A::�,'�E1I1r12,TX�'ll,,�..rkl<�Lr1, 5 b xk. Tj� :�wy f yy� yyp..�:.4 +m« ?�. r a „. v'xe+rt�'v, Y :4„ Warran R"C ;}Cla M 4iJil C11t.Vi R J.F.i�nt $'F .M'e a=•xe'.'t 9.h N I .r',` Condition B -Vehicular Volumes on Both Approaches Maximum Simultaneous Warrant Minimum Volumes( h) Volumes(VPH) 100% 70% Number of Qualifying Major Street 646 - - Hours: 8 Max Minor Approach 205 N/A 162 Warrant 3- Condition B Minimum Criteria Met? Yes Warrant-Analysis_S-19th-Ave_Stucky-Rd_E:asting_Adjusted Page 2 of 4 All Divided street having median of sufficient width for Distance to nearest traffic signal along N 1285= feet pedestrian to wait when crossing?(Y or N) major street: Cadtaox> A Mu>xmurri Pedestrian Vgluine on alor Street„ Mi ber ofiQualtfv destnan/Bi tgi rWa ant&Gr%irr ums fours1pb Pecfs 0. y, Crassm Y91urn SE- Ini r k, 1 Z1our {xJli.'4tu1ng a ^, ivt* -�a �t .L' z r e El,*....b w> RQ f arriit 4 ConcirtarxA 11Ix <mxc.Cn,t_erza.M�t� N . x Number of adequate gaps in traffic stream for pedestrians to cross Warrant Minimum during peak pedestrian volume period: fps 60 s Warrant 4- Condition B Minimum Criteria Met? No Warrant 4 - Minimum Criteria Met? No lverage size of groups of school children at an established school crossing across the major street: 0 . :,< Length of crossing period minutes otal number of students during the highest crossing Distance to nearest traffic signal along boon " major street: 1285 feet W31'L'd21�"M•u�rYAf+T.I�S Uzxleri atle gaps+ uezrrrr flaer nowl7en �.atz de s? sdao1drZ ate the crop6 1 - t 3 $ e Warrar)t x u tit lets, a dt� Is the major street traffic flow: (Enter 1 or 2) Are the adjacent traffic control signals so far apart (1)one-way or primarily in one-direction 2 , ` ` that they do not provide the necessary degree of N - (2)two-way vehicular platooning?(Y or N) Warrant 6- Condition A Minimum Criteria Met? N/A Cond>tion B a tree ar ' o r�ss ve+Gtpexa#rvn 4 i �` 11 � ti � v o "seda3iieefraffiei2ss11colkectrre)y IZesultngspactn�oftirafficoiatl TR Y 1285 feet prttdEUY d,pGCl e$5re Q ea214?11 �{ � j 51g11asf2 $ 3 F + CVnt �..y « umrr4lr,l.RQ.�t!i4F.� > X" 4 'd' .ui'�>s r .: ai�..3 kY NV"dk`zbK R o_xfi.'s ..of Condition A-Adequate Trial of Alternatives Has an adequate trial of alternatives with satisfactory observance and enforcement failed to reduce the crash frequency?(Y or N) N Warrant 7 - Condition A Minimum Criteria Met? No Condxixaii B, Number o Re 'orted Crashes O R b" oi�ia€arrai� ol`xeported crashes,taf�e��us�pt3bte�t�cs�rrectti�n b��tral��controf`�accurrtzag` t�arrant tastl ti 1ozitlx pertdx eachh rzzvca vaggprsonalautlury ar prape#rtt damage aarnklgeeedr 2 tlrnrnrur k Warranl 7 Co nd<txo B Maumum Crttei7a lEfie#� Condition C-Traffic and Pedestrian Volumes Condition A-Table 4C-1 Eighth-Highest Warrant Minimum Volumes( h) Vehicular Volume(VPH) 80% Number of Qualifying Major Street 430 N/A 280 Hours: 10 tilaxMinorApproach 127 N/A 84 Condition B-Table 4C-1 Eighth-Highest Warrant Minimum Volumes(vph) Vehicular Volume(VPH) 80% 5560/6 Number of Qualifying (Major Street 430 N/A 420 Hours: 8 Max Minor Approach 127 N/A 42 Warrant-Analysis_S-19th-Ave_Stucly-Rd_Esisting_Adjusted Page 3 of 4 Pedestrian Volume Number of Qualifying Maximum Pedestrian/Bicyclist Warrant Minimums Hrs.ivtore Than 80 Peds: 0 Crossing Volume 4-Hour 1-Hour Number of Qualifying 0 PED/HR 80 152 Hrs.?vIore Than 152 Peds: 0 Warrant 7 - Condition C Minimum Criteria Met? I Yes >Catlt ]IZ11111 E1 �Cit� la � p I:ion Definition of a Major Route Do two or more intersecting routes have at least one or more of the following characteristicsP No Part of the street or highway system that serves as the principal roadway network for through N � . traffic flow;(Y or N) B. It includes rural or suburban highways outside,entering,or traversing a City;(Y or N) C. It appears as a major route on an official plan,such as a major street plan in an urban area traffic and transportation study.(Y or N) N Con€3�tte�rx leverage W,eelzday Exnfiig>. Pr41. c>4 < eairYeruzgvin F ,,.Mn ,#. 4C 5kk kit T5 ?_. p al f'ea 9 nier� 3N'W' r tLt..M11TI1Xttxfll' t> 3ae thhe tntersectt itave { ear w r �� '""�`� �r'A� r/ys�-�rr ar yak♦'.��y�.� tr�A.�«�" m',�a� �" K .�`a"�`y�i�yy,�»:'',�raroa�`,,,}`Y��Xsp-��'^«A.rt.�;�s".��r'�;a �xOlet�.�'L5?`'�C`� G«'.� ���r�`a�hY�Le�.�a`'^5 ��. � a as x a. ,�y "x'r 5 ,�, KY ;Fa,.3,, fi. . 'S2` I'ctgfVa ,..,, ,gyp F244 �' x M -•eat� _a xa, ,; 'EL.4stp.q 'v.Tk9' `�f'1„F": s5 V #.1R{. "w., (b L FF c`Y 4°M ;�yy�h(/W{,.�K{.�y�r�h �p .tmviiaR{,,T,Sx H' 9a .r �4�! s5C!: ti4RSE)i WSLii\rYFiF4t a jz.Fkxiv�'�ME.,_ar vd :s ...... Condition B -Nonnormal Business Day(Saturday or Sunday) Existing,or Immediately Projected,Five-Hour Total Entering Volumes Does the intersection have a total existing,or immediately projected,entering volume of at least 1,000 vehicles per hour for each of any 5 hours of a nonnormal business day?(Y or N) Warrant 8 - Condition B Minimum Criteria Met? SoIN, 1 . e �► Consulting Engineers and Land Surveyors �MV BILLINGS ■ BOZEMAN Warrant-Analysis_S-19th,kve_Stucly-Rd_Rxisting_Adjusted Page 4 of 4