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Home My WebLink AboutTraffic Impact Study_Part 1 01 16 2018The Lakes at Valley West Subdivision – Phases 5 and 6 Preliminary Plat Application Traffic Impact Study A traffic impact study was prepared for The Lakes at Valley West Subdivision with the Phases 1 and 2 preliminary plat application. The study covered the entire “Lakes” Planned Unit Development, which encompasses approximately 65 acres as well nearby intersections as determined by the City of Bozeman Engineering Department. The study along with two clarification memos dated February 16, 2015 and May 12, 2015 are included in this section. It is our opinion that the study and its recommendations are still valid and that the improvements completed in concert with the City for Phases 1 and 2 allow for the development to proceed with Phase 5 and 6 with no further off-site improvements. It is also noted that the original study was based on a total of 300 units and the final project has a total of 246 units. d,><^ds>>zt^d dZ&&//DWdE>z^/^ ^hD/dddK͗ /dzK&KDE :EhZzϮϬϭϱ WZWZz͗ ŝůůtŚŝƚĞ͕^ĞŶŝŽƌdƌĂŶƐƉŽƌƚĂƚŝŽŶWůĂŶŶĞƌ ϮϴϴϬdĞĐŚŶŽůŽŐǇůǀĚt WKŽǆϭϭϭϯ ŽǌĞŵĂŶ͕Ddϱϵϳϳϭ ϰϬϲ͘ϱϴϳ͘ϬϳϮϭ DD/WZK:dη͗ϱϯϱϮ͘ϬϬϯ January2015Pagei TheLakesatValleyWest TrafficImpactStudy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anuary2015Pageii TheLakesatValleyWest TrafficImpactStudy TABLES AND FIGURES TABLES 7DEOH 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Intersection Level of Service Criteria Level of Service Signalized:Control Delay (sec/veh) Unsignalized:Control Delay (sec/veh) A d10 d10 B >10 –20 !10 - 15 C >20 –35 !15 - 25 D >35 –55 !25 - 35 E >55 –80 !35 - 50 F > 80 !50 Source: Highway Capacity Manual (TRB, 2010) /26 ZDV GHWHUPLQHG IRU WKLV VWXG\ XVLQJ 6\QFKUR 9HUVLRQ 7UDIILFZDUH 7KLV VRIWZDUHWRROFDQDSSO\WKHDQDO\VLVPHWKRGRORJLHVRI+&0DQGLVDVWDQGDUGLQGXVWU\ VRIWZDUHDSSOLFDWLRQ/26'LVWKHW\SLFDOWKUHVKROGIRUVLJQDOL]HGLQWHUVHFWLRQV/26(LV DOORZHGDWXQVLJQDOL]HGGULYHZD\VDQGLQWHUVHFWLRQVLQFOXGLQJDOOZD\VWRSV 1.2.3 Methodology – Collision Histories &ROOLVLRQKLVWRULHVZHUHUHYLHZHGIRUH[LVWLQJVWXG\LQWHUVHFWLRQVWRGHWHUPLQHZKHWKHUVDIHW\ LVVXHVRFFXUDVDUHVXOWRIRSHUDWLRQDORUGHVLJQLVVXHVVXFKDVVLJQDOSKDVHLVVXHVVLJKW January2015Page6 TheLakesatValleyWest TrafficImpactStudy GLVWDQFHOLPLWDWLRQVFKDQQHOL]DWLRQDOLJQPHQWLVVXHVHWF$ORFDWLRQZKHUHQXPHURXVLQFLGHQWV DUHLGHQWLILHGFRXOGLQGLFDWHWKDWD+LJK$FFLGHQW/RFDWLRQ+$/PD\H[LVWDQGZRXOGWKHUHIRUH UHTXLUHIXUWKHUVDIHW\DQDO\VLVDQGXOWLPDWHO\LPSURYHPHQW $QLQWHUVHFWLRQPD\KDYHDKLJKQXPEHURIDFFLGHQWVEXWWKLVLVQRWDVVWDWLVWLFDOO\UHOHYDQWLI WKH LQWHUVHFWLRQ DOVR H[SHULHQFHV KLJK WUDIILF YROXPHV 7KXVDQ ,QWHUVHFWLRQ &ROOLVLRQ 5DWH ,&5TXDQWLILHVVHYHULW\EDVHGRQWKHQXPEHURIDYHUDJHDFFLGHQWVSHU\HDUFRPSDUHGZLWK DYHUDJHGDLO\WUDIILF$'7SHUWKHIROORZLQJHTXDWLRQ ,QWHUVHFWLRQ&ROOLVLRQ5DWH,&5 $YHUDJH$FFLGHQWVSHU<HDU &ROOLVLRQVSHUPLOOLRQHQWHULQJYHKLFOHV 7RWDO(QWHULQJ,QWHUVHFWLRQ$'7 7KHFULWHULDIRUWKHHYDOXDWLRQRIUDWHVFDQYDU\EHWZHHQMXULVGLFWLRQVEXWDW\SLFDOJXLGHOLQHLV WKDWDFRUULGRURULQWHUVHFWLRQZRXOGUHTXLUHIXUWKHUHYDOXDWLRQDQDO\VLVLIDFFLGHQWUDWHVH[FHHG FROOLVLRQVSHUPLOOLRQHQWHULQJYHKLFOHV7\SLFDOO\DQ+$/LVQRWQRWHGZKHQUDWHVDUHEHORZ WKLVJHQHUDOJXLGHOLQHRUDWWKHOHDVWLWGHQRWHVZKHUHIXUWKHUUHYLHZVKRXOGEHSHUIRUPHG January2015Page7 TheLakesatValleyWest TrafficImpactStudy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iCottonwood Road.7KLVprincipal arterial KDVDWZRODQHFURVVVHFWLRQQRUWKRIDQGIRXU VHSDUDWHGODQHVVRXWKRI:%DEFRFN6WUHHW&XUEDQGJXWWHUDUHORFDWHGDORQJWKH PDMRULW\RIERWKVLGHVRIWKHURDGZD\EHWZHHQ:%DEFRFN6WUHHWDQG'XUVWRQ5RDG 7KHUHLVOLWWOHVLGHZDONDORQJWKHHDVWVLGHRIWKHURDGZD\ZLWKDSSUR[LPDWHO\IHHW DORQJWKHZHVWVLGHEHWZHHQ:%DEFRFN6WUHHWDQG'XUVWRQ5RDG7KHSRVWHGVSHHG OLPLWLVPSKQRUWKRI:%DEFRFN6WUHHW7KHDUWHULDOVXSSRUWVDYHUDJHGDLO\ WUDIILF $'7 VRXWK DQG $'7 QRUWK RI 'XUVWRQ 5RDG FRXQW VRXUFHTraditions Subdivisions Phases 2 & 3 Residential Development TIS$EHOLQ7UDIILF6HUYLFH iDurston Road. 7KLV LV D WZR ODQHminor arterial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raditions Subdivisions Phases 2 & 3 Residential Development TIS$EHOLQ7UDIILF6HUYLFH iW. Babcock Street.7KLVcollector arterial KDV D WZR ODQH FURVV VHFWLRQ ZLWK FXUE JXWWHUDQGELNHODQHVIURP&RWWRQZRRG5RDGH[WHQGLQJWRDWHUPLQXVDSSUR[LPDWHO\ IHHWWRWKHZHVW7KHUHDUHQRVLGHZDONVDORQJWKHURDGZD\7KHSRVWHGVSHHG OLPLWLVPSKDQGWKHURDGZD\VXSSRUWV$'7ZLWKLQWKHVWXG\DUHDFRXQWVRXUFH Norton East Range Phase III Residential Development TIS$EHOLQ7UDIILF6HUYLFH iWestgate Avenue and Laurel Parkway. 7KHVH ORFDO VWUHHWV VSHFLILFDOO\ VHUYH GHYHORSPHQWVDOWKRXJK/DXUHO3DUNZD\LVEHLQJGHYHORSHGWRWKHFURVVVHFWLRQRID FROOHFWRU DUWHULDO 7KH LPSRUWDQFH RI WKLV URDGZD\ ZLOO LQFUHDVH LQ WKH IXWXUH %RWK URDGZD\V ZHUH GHYHORSHG ZLWK FXUE JXWWHU DQG VHSDUDWHG VLGHZDON VHFWLRQ DORQJ GHYHORSHGSURSHUW\IURQWV7KHVSHHGOLPLWLVSRVWHGPSKIRUERWKURDGZD\V7KHUHLV DQ$'7FRXQWRIRQ/DXUHO3DUNZD\DQGQRDYDLODEOHFRXQWIRU:HVWJDWH$YHQXH FRXQWVRXUFHBoulder Creek/Westbrook TIS$EHOLQ7UDIILF6HUYLFH $VXPPDU\RIH[LVWLQJLQWHUVHFWLRQWXUQODQHORFDWLRQVDQGWUDIILFFRQWUROFRQGLWLRQVVLJQDORQH ZD\WZRZD\RUDOOZD\VWRSVLVSURYLGHGRQ7DEOH6KRZQDUHGLIIHUHQWWUDIILFPRYHPHQWV DWLQWHUVHFWLRQVDQGWKHZKHWKHUDWXUQODQHLVSURYLGHG,IQRVSHFLILFODQHLVVKRZQWKHQWXUQV January2015Page8 TheLakesatValleyWest TrafficImpactStudy DUH SHUIRUPHG IURP DQ DGMDFHQW VKDUHG WKURXJKODQH $OVR LQGLFDWHG DUH WUDIILF FRQWURO FRQGLWLRQVIRUWKHLQWHUVHFWLRQ&RQWUROVDQGODQHVDUHGHQRWHGZLWKDQ³;´ Table 2. Existing Intersection Geometrics and Traffic Controls Intersection Traffic Control Intersection Geometrics TrafficSignalOne-Way StopTwo-Way StopAll-Way StopNB Left Turn Lane NB Right Turn Lane SB Left Turn Lane SB Right Turn Lane WB Left Turn Lane WB Right Turn Lane EB Left Turn Lane EB Right Turn Lane Cottonwood Rd/Durston Rd - - X - - - - - - - - - Westgate Ave/Durston Rd - - X - - - - - - - - - Laurel Parkway/Durston Rd - - X - - - X - - - - - Cottonwood Rd/W. Babcock St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rip Generation Manual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anuary2015Page11 TheLakesatValleyWest TrafficImpactStudy 2.3 TRAFFIC OPERATIONS 7KH /26 DQG FDSDFLW\ DQDO\VHV ZHUH SHUIRUPHG EDVHG RQ D UHYLHZRI WKH WUDIILF YROXPHV VXPPDUL]HGLQ6HFWLRQDQGWKHJHRPHWULFFRQGLWLRQVGHVFULEHGLQ6HFWLRQ7DEOH SURYLGHVDVXPPDU\RI/26IRUWKH$0DQG30SHDNKRXUV$OVRVKRZQDUHDYHUDJHFRQWURO YHKLFOHGHOD\VIRUHDFKLQWHUVHFWLRQ1RWHDJDLQ/26DQGFRQWUROGHOD\VIRUVWRSFRQWUROOHG LQWHUVHFWLRQVDUHWKHIXQFWLRQRIWKHZRUVHDSSURDFKRUPRYHPHQW Table 3. Existing LOS and Delay - AM and PM Peak Hours Signalized Intersections AM Peak Hour PM Peak Hour LOS1 Delay LOS1 Delay Cottonwood Rd/Durston Rd D 30.5 sec D 25.0 sec Westgate Ave/Durston Rd B 10.6 sec B 10.8 sec Laurel Parkway/Durston Rd C 17.3 sec B 13.9 sec Cottonwood Rd/W. Babcock St B 14.1 sec B 12.7 sec LOS = Levels-of-Service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iCottonwood Road/Durston Road.7ZRFROOLVLRQVZHUHQRWHGIRUWKHWKUHH\HDUVWXG\ SHULRGZKLFKUHSUHVHQWVDQDYHUDJHFROOLVLRQVSHU\HDU)URPFRXQWVZHFDQ HVWLPDWHD7(9RI$'7ZKLFKFDOFXODWHVWRDFROOLVLRQUDWHRIFROOLVLRQVSHU PLOOLRQHQWHULQJYHKLFOHV7KHUHZDVRQHKHDGRQFROOLVLRQDQGRQHFROOLVLRQEHWZHHQ HDVWERXQGDQGZHVWERXQGOHIWWXUQLQJYHKLFOHV&ROOLVLRQVLQYROYHGSURSHUW\GDPDJH RQO\ZLWKQRLQMXULHV iLaurel Parkway/Durston Road. $ VLQJOH FROOLVLRQ ZDV QRWHG GXULQJ WKH WKUHH\HDU VWXG\SHULRGZKLFKUHSUHVHQWVDQDYHUDJHRIFROOLVLRQVSHU\HDU)URPFRXQWVZH FDQHVWLPDWHD7(9RI$'7ZKLFKFDOFXODWHVWRDFROOLVLRQUDWHRIFROOLVLRQV SHUPLOOLRQHQWHULQJYHKLFOHV7KLVYHKLFOHZDVGULYHQLQWRWKHGLWFKDWQLJKWZLWKQR FROOLVLRQ ZLWK DQRWKHU YHKLFOH 7KH DFFLGHQW LQYROYHG SURSHUW\ GDPDJH RQO\ ZLWK QR LQMXULHV January2015Page12 TheLakesatValleyWest TrafficImpactStudy iCottonwood Road/W. Babcock Street.$VLQJOHFROOLVLRQZDVQRWHGGXULQJWKHWKUHH \HDU VWXG\ SHULRG ZKLFK UHSUHVHQWV DQ DYHUDJH RI FROOLVLRQV SHU \HDU )URP FRXQWVZHFDQHVWLPDWHD7(9RI$'7ZKLFKFDOFXODWHVWRDFROOLVLRQUDWHRI FROOLVLRQVSHUPLOOLRQHQWHULQJYHKLFOHV7KLVFROOLVLRQLQYROYHGDZHVWERXQGOHIWWXUQLQJ YHKLFOHFROOLGLQJZLWKDVRXWKERXQGWKURXJKPRYHPHQW7KHDFFLGHQWLQYROYHGSURSHUW\ GDPDJHRQO\ZLWKQRLQMXULHV 7KHUHYLHZRIFROOLVLRQKLVWRULHVVXJJHVWVWKHUHDUHQR+$/DWVWXG\LQWHUVHFWLRQVDVWKH,&5¶V DUHPLQLPDOZLWKQRLQMXULHVQRWHGDWDQ\VWXG\LQWHUVHFWLRQ January2015Page13 TheLakesatValleyWest TrafficImpactStudy 3 YEAR 2024 GROWTH RATE FORECASTS 7KLVVHFWLRQVXPPDUL]HV\HDUWUDIILFIRUHFDVWVDVGHYHORSHGXVLQJWKHEDVHOLQHJURZWK UDWH$OVRGHVFULEHGDUHSODQQHGIXWXUHURDGZD\LPSURYHPHQWVDQGIRUHFDVWWUDIILFRSHUDWLRQV DQGFDSDFLW\FRQGLWLRQVEDVHGRQWKHVHIRUHFDVWV 3.1 ROADWAY NETWORK 7KHUH DUH WKUHH LPSURYHPHQW SURMHFWV SRLVHG IRU GHYHORSPHQW ZLWKLQ WKH VWXG\ DUHD $OO SURMHFWVDUHFXUUHQWO\XQIXQGHGDQGDVVXFKZHUHQRWUHIOHFWHGLQDQDO\VHVIRU6HFWLRQ<HDU *URZWK 5DWH )RUHFDVWV RU 6HFWLRQ <HDU 3LSHOLQH )RUHFDVWV DV WKH\ SURYLGH FDSDFLW\ WKDW FDQQRW EH FRXQWHG XSRQ ZLWKLQ DQ\ SUHGLFWHG WLPHIUDPH +RZHYHU VRPH GLVFXVVLRQDVWRWKHEHQHILWRIWKHVHLPSURYHPHQWVLVSURYLGHGLQ6HFWLRQ,PSURYHPHQWVDQG 3URMHFW 0LWLJDWLRQ ,W LV DQWLFLSDWHG WKHVH LPSURYHPHQWV ZRXOG EH GHYHORSHG WKURXJK D FRPELQDWLRQRIIURQWDJHLPSURYHPHQWVDQGILQDQFLDOVXSSRUWYLDWUDIILFLPSDFWIHHVWKH&LW\RI %R]HPDQVWUHHWEXGJHWDQGJUDQWV$VXPPDU\RISODQQHGLPSURYHPHQWSURMHFWVLVDVIROORZV iDurston Road.7KLVLQFOXGHVWKHZLGHQLQJRI'XUVWRQ5RDGIURPDWZRODQHWRDWKUHH ODQHVHFWLRQZHVWRI&RWWRQZRRG5RDGWR:HVWJDWH$YHQXHDQGDGGLQJDFHQWHUWXUQ ODQHZLWKELNHODQHDORQJWKHVRXWKHUQHGJHRIWKHDUWHULDO iCottonwood Road/Durston Road.$WUDIILFVLJQDORUURXQGDERXWLVXOWLPDWHO\SODQQHG DWWKH&RWWRQZRRG5RDG'XUVWRQ5RDGLQWHUVHFWLRQ:LWKWKHVLJQDOWXUQODQHVFRXOGEH GHYHORSHGWREHWWHUDFFRPPRGDWHWXUQPRYHPHQWV iCottonwood Road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anuary2015Page16 TheLakesatValleyWest TrafficImpactStudy 3.2.1 Trip Generation 7ULS JHQHUDWLRQ ZDV SUHGLFWHG XVLQJ WKH PHWKRGV RXWOLQHG LQ WKH ,QVWLWXWH RI 7UDQVSRUWDWLRQ (QJLQHHUV,7(Trip Generation ManualWK(GLWLRQ7KH7ULS*HQHUDWLRQ0DQXDOLVD QDWLRQDOO\UHFRJQL]HGDQGORFDOO\DFFHSWHGPHWKRGIRUIRUHFDVWLQJWULSJHQHUDWLRQIRUDUDQJHRI FRPPHUFLDOUHWDLODQGUHVLGHQWLDOODQGXVHV7KHIRUHFDVWLQJPHWKRGVZHUHGHYHORSHGEDVHG RQWKHVXUYH\RIRWKHUH[LVWLQJODQGXVHGHYHORSPHQWVORFDWHGWKURXJKRXWWKH8QLWHG6WDWHV 7ULSJHQHUDWLRQZDVGHWHUPLQHGXVLQJ,7(&RGHIRUVLQJOHIDPLO\KRPHVDQG,7(&RGH IRU7RZQKRPHV7KH,7(GHVFULEHVWKHVHODQGXVHVDVIROORZV i,7(&RGH6LQJOH)DPLO\'HWDFKHG+RXVLQJ³includes all single-family detached homes on individual lots´ i,7( &RGH 5HVLGHQWLDO &RQGRPLQLXP7RZQKRXVH ³ownership units that have at least one other owned unit within the same building structure´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able 4. Project Trip Generation Projections Land Use (Units) Weekday AM Peak Hour PM Peak Hour In Out Total In Out Total Single Family Homes (120 units) 1,240 23 71 94 78 46 124 Townhomes (180 units) 1,070 14 69 83 65 32 97 Trip Totals 2,310 37 140 177 143 78 221 Source: Derived from equations provided in Trip Generation Manual (ITE, 2012) $VVKRZQWULSVZRXOGEHJHQHUDWHGGXULQJWKHW\SLFDOZHHNGD\ZLWKWULSVJHQHUDWHG GXULQJWKH$0SHDNKRXUDQGWULSVJHQHUDWHGGXULQJWKH30SHDNKRXU3HDNKRXUO\WULSV ZRXOGFRPSULVHSHUFHQWRIWRWDOGDLO\WULSV 3.2.2 Trip Distribution 7KHGLVWULEXWLRQRIWULSVZDVHVWLPDWHGWRHVWDEOLVKWUDIILFIRUHFDVWVIRUIXWXUH/26DQDO\VHV$Q LPDJLQDU\FRUGRQRUVFUHHQOLQHZDVDVVXPHGDURXQGWKHSURMHFWYLFLQLW\HQFRPSDVVLQJWKH SULQFLSDO DSSURDFK URXWHV RI 'XUVWRQ 5RDG &RWWRQZRRG 5RDG DQG : %DEFRFN 6WUHHW ,QGLYLGXDODYHUDJHGDLO\WUDIILF$'7FRXQWVZHUHFRPSDUHGZLWKWRWDO$'7YROXPHVRQWKLV FRUGRQOLQHDWRWDORI$'7ZDVQRWHGWRJDLQDVHQVHRIGLVWULEXWLRQSDWWHUQV7ULS January2015Page17 TheLakesatValleyWest TrafficImpactStudy GLVWULEXWLRQVZHUHSURSRUWLRQHGWRWKHVHSULPDU\DSSURDFKURXWHVLQRUGHUWRGHWHUPLQHSURMHFW WULSDVVLJQPHQWV$VXPPDU\RIWKLVFRPSDULVRQLVDVIROORZV iDurston Road East.7KHUHLVDQ$'7FRXQWRI$'7RQ'XUVWRQ5RDGHDVWRI &RWWRQZRRG 5RDG 7KLV UHVXOWV LQ D GLVWULEXWLRQ RI DSSUR[LPDWHO\ SHUFHQW ZKHQ FRPSDUHGZLWKWRWDO$'7DORQJWKHFRUGRQOLQH iCottonwood Road South.7KHUHLVDQ$'7FRXQWRI$'7RQ&RWWRQZRRG5RDG VRXWKRI:%DEFRFN6WUHHW7KLVUHVXOWVLQDQDSSUR[LPDWHSHUFHQWGLVWULEXWLRQZKHQ FRPSDUHGZLWKWRWDO$'7DORQJWKHFRUGRQOLQH iDurston Road West.3HDNKRXUO\WR$'7UDWLRVZHUHGHYHORSHGIRU'XUVWRQ5RDG (DVWDQGWKHQXVHGWRHVWLPDWHDQ$'7FRXQWRI$'7ZHVWRI:HVWJDWH$YHQXH 7KLVUHVXOWVLQDQDSSUR[LPDWHSHUFHQWGLVWULEXWLRQZKHQFRPSDUHGZLWKWRWDO$'7 DORQJWKHFRUGRQOLQH iW. Babcock Street East.$QDSSUR[LPDWH$'7ZDVQRWHGIRU:%DEFRFN6WUHHW ZLWKWKLVURDGSURYLGLQJDYLDEOHDOEHLWOHVVGLUHFWURXWHLQWR%R]HPDQ$FRPSDULVRQ UHVXOWVLQDQDSSUR[LPDWHSHUFHQWGLVWULEXWLRQZKHQFRPSDUHGZLWKWRWDO$'7DORQJWKH FRUGRQOLQH 7KHUHPDLQLQJVWXG\URDGVHJPHQWVGLGQRWSURYLGHDW\SLFDODSSURDFKWRIURPWKHVWXG\DUHD DQGZHUHWKHUHIRUHQHJOHFWHGLQWKHGLVWULEXWLRQDQGDVVLJQPHQWRIWULSV3URMHFWWULSVZHUHWKHQ DVVLJQHGWRWKHVWXG\DUHDEDVHGXSRQWKHVHGLVWULEXWLRQSDWWHUQV$VXPPDU\RIWULS DVVLJQPHQWVLVSURYLGHGRQ7DEOHIRUWKHZHHNGD\$0SHDNKRXUDQG30SHDNKRXU Table 5. Trip Distribution and Assignment Summaries Location Distribution(Rounded)AssignmentsDaily AssignmentsAM Peak AssignmentsPM Peak Durston Rd W/of Westgate Ave 15.0% 345 27 33 Durston Rd E/of Cottonwood Drive 50.0% 1,155 88 111 Cottonwood Rd S/of W. Babcock St 30.0% 695 53 66 W. Babcock St E/of Cottonwood Rd 5.0% 115 9 11 Total Trip Assignments 100% 2,310 177 221 1.Distributions to/from west split between Elton Road, Upriver Drive, and Wellesley Avenue. )LJXUHSURYLGHVDVXPPDU\RILQWHUVHFWLRQWULSDVVLJQPHQWVIRUWKH$0SHDNKRXUDQG)LJXUH IRUWKH30SHDNKRXU)XWXUHZLWKRXWSURMHFWWUDIILFYROXPHVDQGSURMHFWWULSDVVLJQPHQWVZHUH FRPELQHGWRJHQHUDWHWKHIXWXUH\HDUWUDIILFIRUHFDVWVVKRZQRQ)LJXUHDQG)LJXUHIRU WKH$0DQG30SHDNKRXUV$JDLQWKHVHIRUHFDVWVZHUHGHYHORSHGZLWKWKHDSSOLFDWLRQRI DQQXDOJURZWKUDWHV January2015Page͸͸ TheLakesatValleyWest TrafficImpactStudy 3.3 TRAFFIC OPERATIONS 7KH/26DQGFDSDFLW\DQDO\VHVZHUHSHUIRUPHGEDVHGRQDUHYLHZRIWKHWUDIILFIRUHFDVWV VXPPDUL]HGLQ6HFWLRQ$VLQGLFDWHGWKLVDQDO\VLVZDVSHUIRUPHGEDVHGRQFXUUHQW JHRPHWULFFRQGLWLRQV7DEOHSURYLGHVDVXPPDU\RIIXWXUHZLWKRXWDQGZLWKSURMHFW/26DQG FRQWUROGHOD\VIRUWKH$0DQG30SHDNKRXUV Table 6. Year 2024 LOS Summaries (Growth Rate) - AM and PM Peak Hours Future Without Project Future With-Project Signalized Intersections AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour LOS1 Delay LOS1 Delay LOS1 Delay LOS1 Delay Cottonwood Rd/Durston Rd F 102.8 F 177.2 F 207.8 F >250.0 Westgate Ave/Durston Rd B 11.6 B 12.0 C 15.9 C 15.4 Laurel Parkway/Durston Rd D 30.4 C 19.3 F 164.1 F 61.4 Cottonwood Rd/W. Babcock St C 18.2 C 15.5 C 20.2 C 17.5 Westmorland Dr/Durston Rd -- -- -- -- C 15.3 C 16.9 LOS = Levels-of-Service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anuary2015Page23 TheLakesatValleyWest TrafficImpactStudy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iBoulder Creek/Westbrook.7KLVSURMHFWLQFOXGHVWKHGHYHORSPHQWRIVLQJOHIDPLO\ UHVLGHQWLDOXQLWVORFDWHGQRUWKRI'XUVWRQ5RDGó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iNorton East Ranch Phase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iTraditions Subdivision Phases 2 & 3.7KLVSURMHFWLQFOXGHVWKHGHYHORSPHQWRI VLQJOH IDPLO\ UHVLGHQWLDO XQLWV ORFDWHG QRUWK RI $QQLH 6WUHHW DQG ZHVW RI &RWWRQZRRG January2015Page24 TheLakesatValleyWest TrafficImpactStudy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rip Generation & Distribution $JDLQWULSJHQHUDWLRQZDVEDVHGRQWKHPHWKRGVRIWKH,7(Trip Generation ManualWK (GLWLRQ 7ULS JHQHUDWLRQ ZDV GHWHUPLQHG IRU IRU VLQJOH IDPLO\ KRPHV WRZQKRPHV7RWDOSURMHFWWULSJHQHUDWLRQLVDJDLQVXPPDUL]HGRQ7DEOH Table 7. Project Trip Generation Projections (Re-summarized) Land Use (Units) Weekday AM Peak Hour PM Peak Hour In Out Total In Out Total Trip Totals 2,310 37 140 177 143 78 221 Source: Derived from equations provided in Trip Generation Manual (ITE, 2012) $VLQGLFDWHGWKHGLVWULEXWLRQRIWKHVHSURMHFWWULSVZDVEDVHGRQDUHYLHZRIVWXG\DUHD$'7 WULSV$VXPPDU\RIWKHVHGLVWULEXWLRQVDUHDJDLQDVIROORZV iDurston Road East.SHUFHQWWRIURPWKHHDVWRI&RWWRQZRRG5RDG iCottonwood Road South.SHUFHQWWRIURPWKHVRXWKRI:%DEFRFN6WUHHW iDurston Road West.SHUFHQWWRIURPWKHZHVWRI:HVWJDWH$YHQXH iW. Babcock Street East.SHUFHQWWRIURPWKHHDVWRI&RWWRQZRRG5RDG 3URMHFWWULSDVVLJQPHQWVDUHDJDLQVXPPDUL]HGRQILJXUHDQGILJXUHIRUWKH$0DQG30SHDN KRXUVRIWKHW\SLFDOZHHNGD\ 4.2.2 Forecasts and Volume Comparisons 7ULSDVVLJQPHQWVZHUHFRPELQHGZLWKWKHIXWXUHZLWKRXWSURMHFWIRUHFDVWVDVGHYHORSHGZLWK SLSHOLQHSURMHFWWULSVWRJHQHUDWHIXWXUHZLWKSURMHFWWUDIILFIRUHFDVWV$VXPPDU\RIWKHUHVXOWLQJ IXWXUH\HDUIXWXUHZLWKSURMHFWWUDIILFIRUHFDVWVVKRZQRQ)LJXUHDQG)LJXUHIRUWKH $0DQG30SHDNKRXUV January2015Page31 TheLakesatValleyWest TrafficImpactStudy $FRPSDULVRQRIWUDIILFIRUHFDVWVZDVSHUIRUPHGEHWZHHQWKHWZRIRUHFDVWPHWKRGRORJLHV VXPPDUL]HGLQ6HFWLRQ<HDU*URZWK5DWH)RUHFDVWVRU6HFWLRQ<HDU3LSHOLQH )RUHFDVWV7DEOHSURYLGHVDVXPPDU\RIWRWDOHQWHULQJYROXPHIRUHFDVWVUHSUHVHQWHGDV SHUFHQWDQQXDOJURZWKUDWHVFDOFXODWHGEHWZHHQH[LVWLQJDQGIXWXUH<HDUYROXPHVIRU H[LVWLQJVWXG\LQWHUVHFWLRQV Table 8. Total Entering Volume Annual Growth Comparisons Signalized Intersections Growth Rates Pipeline Trips AM Peak PM Peak AM Peak PM Peak Cottonwood Rd/Durston Rd 4.2% 4.4% 4.6% 5.3% Westgate Ave/Durston Rd 4.6% 4.9% 3.2% 3.7% Laurel Parkway/Durston Rd 4.2% 5.1% 3.7% 4.1% Cottonwood Rd/W. Babcock St 3.8% 4.1% 3.7% 4.8% Weighted Average Annual Growth Rates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able 9. Year 2024 Traffic Forecasts (Pipeline) - AM and PM Peak Hours Future Without Project Future With-Project Signalized Intersections AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour LOS1 Delay LOS1 Delay LOS1 Delay LOS1 Delay Cottonwood Rd/Durston Rd F >250.0 F >250.0 F >250.0 F >250.0 Westgate Ave/Durston Rd B 11.7 B 11.4 C 14.5 B 14.4 Laurel Parkway/Durston Rd C 23.8 C 16.6 F 75.6 E 40.5 Cottonwood Rd/W. Babcock St C 19.6 C 18.1 C 21.8 C 20.8 Westmorland Dr/Durston Rd -- -- -- -- B 14.9 C 15.2 LOS = Levels-of-Service $VEHIRUHWKH&RWWRQZRRG5RDG'XUVWRQ5RDGLQWHUVHFWLRQLVSURMHFWHGWRIXQFWLRQDW/26)E\ \HDUGXULQJWKH$0DQG30SHDNKRXUVDVUHYLHZHGEDVHGRQIRUHFDVWVGHYHORSHGZLWK January2015Page32 TheLakesatValleyWest TrafficImpactStudy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anuary2015Page33 TheLakesatValleyWest TrafficImpactStudy 5 IMPROVEMENTS AND PROJECT MITIGATION 2SHUDWLRQDOGHILFLHQFLHV/26H[FHSWLRQVZHUHQRWHGIRUWKH&RWWRQZRRG5RDG'XUVWRQ5RDG 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SHULRG0RVWW\SLFDOO\SUHGLFWHGIRUWKHZHHNGD\$0SHDNKRXU30SHDNKRXURU$0RU 30SHDNJHQHUDWRUKRXUVRIWKHW\SLFDOZHHNGD\ iTraffic impact analysis±$traffic impact analysis7,$LVDQHQJLQHHULQJDQGSODQQLQJ VWXG\WKDWIRUHFDVWVWKHSRWHQWLDOWUDIILFDQGWUDQVSRUWDWLRQLPSDFWVRIDSURSRVHG GHYHORSPHQWRQDQDUHDQHLJKERUKRRGRUFRPPXQLW\5HSRUWVFDQDOVREHUHIHUUHGWR DVDWUDIILFLPSDFWVWXG\7,6 iTrip generation±7KHQXPEHURIYHKLFOHWULSVJHQHUDWHGE\DGHYHORSPHQWRUODQGXVH 0RVWW\SLFDOO\SUHGLFWHGIRUWKHZHHNGD\$0SHDNKRXU30SHDNKRXURU$0RU30 SHDNJHQHUDWRUKRXUVRIWKHW\SLFDOZHHNGD\ iTwo-way left-turn lane±$ODQHLQWKHPHGLDQDUHDWKDWH[WHQGVFRQWLQXRXVO\DORQJD VWUHHWRUKLJKZD\DQGLVPDUNHGWRSURYLGHDGHFHOHUDWLRQDQGVWRUDJHDUHDRXWRIWKH WKURXJKWUDIILFVWUHDPIRUYHKLFOHVWUDYHOLQJLQHLWKHUGLUHFWLRQWRXVHLQPDUNLQJOHIWWXUQV DWLQWHUVHFWLRQVDQGGULYHZD\V iTwo-way stop-controlled±7KHW\SHRIWUDIILFFRQWURODWDQLQWHUVHFWLRQZKHUHGULYHUV RQWKHPLQRUVWUHHWRUGULYHUWXUQLQJOHIWIURPWKHPDMRUVWUHHWZDLWIRUDJDSLQWKHPDMRU VWUHHWWUDIILFWRFRPSOHWHDPDQHXYHU7\SLFDOO\WKHPLQRUDSSURDFKHVDUHVWRS FRQWUROOHG iUnsignalized intersection±$QLQWHUVHFWLRQQRWFRQWUROOHGE\WUDIILFVLJQDOV iUpstream±7KHGLUHFWLRQIURPZKLFKWUDIILFLVIORZLQJ iVolume±7KHQXPEHURISHUVRQVRUYHKLFOHVSDVVLQJDSRLQWRQDODQHURDGZD\RU RWKHUWUDIILFZD\GXULQJVRPHWLPHLQWHUYDORIWHQRQHKRXUH[SUHVVHGLQYHKLFOHV ELF\FOHVRUSHUVRQVSHUKRXU iVolume-to-capacity ratio±7KHUDWLRRIIORZUDWHWRFDSDFLW\IRUDWUDQVSRUWDWLRQIDFLOLW\ iWalkway±$IDFLOLW\SURYLGHGIRUSHGHVWULDQPRYHPHQWDQGVHJUHJDWHGIURPYHKLFOH WUDIILFE\DFXUERUSURYLGHIRURQDVHSDUDWHULJKWRIZD\ TheLakesatValleyWest TrafficImpactStudy $SSHQGL[% 6XPPDU\7UDIILF&RXQWV Page 1/1Intersection:Location:Date Count Performed:Count Time Period:Seasonal Adjustment Factor:Street/Approach Total Peak Hour % % Buses % HeavyRoad Movement 7:00 7:157:30 7:45 8:00 8:15 8:30 8:45 Total % % VolumePHF Trucks & RV's VehiclesL 08563341 3047.62%2.02%17 0.710.00%0.00%0.00%T 35532114 2438.10%1.62%11 0.550.00%0.00%0.00%R 30201020 812.70%0.54% 3 0.380.00%0.00%0.00%Bike/Ped00001000 11.59%0.07% 1 0.25L 2 6 5 16 6 3 11 9 58 21.64% 3.91% 30 0.47 0.00% 3.45% 3.45%T 11012114 114.10%0.74% 4 0.509.09%0.00%9.09%R 1310203149332418 19873.88%13.35% 133 0.68 1.52% 1.52% 3.03%Bike/Ped00000001 10.37%0.07% 0 0.00L 1323135044352015 21343.12%14.36% 142 0.71 0.94% 0.47% 1.41%T 2626394233423231 27154.86%18.27% 156 0.93 2.21% 1.48% 3.69%R 00112222 102.02%0.67% 6 0.750.00%0.00%0.00%Bike/Ped00000000 00.00%0.00% 0 0.00L 11000100 30.46%0.20% 1 0.250.00%0.00%0.00%T 2352687757573532 40160.94%27.04% 259 0.84 1.00% 1.50% 2.49%R 1729434138233329 25338.45%17.06% 145 0.84 1.98% 0.40% 2.37%Bike/Ped00000001 10.15%0.07% 0 0.00102 161 201 268 238 201 165 147 1483 100.00% 908 0.85 1.42% 1.15% 2.56%732 868 908 872 751Intersection Turning Movement Count SummaryHourly VolumeDurston RoadFrom the EastDurston RoadFrom the WestStart TimeCottonwood RoadFrom the NorthCottonwood RoadFrom the SouthIntersection TotalsWeekday, AM Peak Period1.00Cottonwood Road & Durston RoadBozeman, Gallatin County, MontanaThursday, December 4, 2014N:\5352\003\Traffic Data\Traffic Count Data\Cottonwood-Road_Durston-Road_AM_2014-12-04.xlsxPrinted On: 12/5/2014 Page 1/1Intersection:Location:Date Count Performed:Count Time Period:Seasonal Adjustment Factor:Street/Approach Total Peak Hour % % Buses % HeavyRoad Movement 3:00 3:15 3:30 3:45 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total % % Volume PHF Trucks & RV's VehiclesL 133121133232 2548.08% 1.02% 11 0.92 0.00% 0.00% 0.00%T 122232222110 2038.46% 0.81% 6 0.75 0.00% 0.00% 0.00%R 001002210000 611.54% 0.24% 1 0.25 0.00% 0.00% 0.00%Bike/Ped010000000000 11.92% 0.04% 0 0.00L 5 11 23 12 17 31 11 19 15 25 11 23 203 32.95% 8.25% 70 0.70 1.48% 0.49% 1.97%T 220164336146 386.17% 1.54% 14 0.58 0.00% 0.00% 0.00%R 29 31 43 19 26 28 32 22 42 37 41 25 375 60.88% 15.24% 142 0.85 0.80% 1.60% 2.40%Bike/Ped000000000000 00.00% 0.00% 0 0.00L 37 28 49 28 33 15 24 22 35 27 22 27 347 30.71% 14.10% 106 0.76 0.58% 0.58% 1.15%T 43 49 58 53 60 62 49 64 82 72 77 67 736 65.13% 29.91% 295 0.90 0.68% 0.68% 1.36%R 114321334774 403.54% 1.63% 21 0.75 0.00% 0.00% 0.00%Bike/Ped006010000000 70.62% 0.28% 0 0.00L 000000101010 30.45% 0.12% 2 0.50 0.00% 0.00% 0.00%T 39 45 28 28 30 33 40 45 58 50 42 32 470 70.89% 19.10% 195 0.84 0.43% 0.64% 1.06%R 12 18 20 14 17 9 11 20 21 15 19 13 189 28.51% 7.68% 75 0.89 1.06% 0.53% 1.59%Bike/Ped001000000000 10.15% 0.04% 0 0.00170 191 238 161 197 188 179 204 269 237 228 199 2461 100.00% 938 0.87 0.69% 0.73% 1.42%760 787 784 725 768 840 889 938 933Intersection Turning Movement Count SummaryHourly VolumeDurston RoadFrom the EastDurston RoadFrom the WestStart TimeCottonwood RoadFrom the NorthCottonwood RoadFrom the SouthIntersection TotalsWeekday, PM Peak Period1.00Cottonwood Road & Durston RoadBozeman, Gallatin County, MontanaThursday, December 4, 2014N:\5352\003\Traffic Data\Traffic Count Data\Cottonwood-Road_Durston-Road_PM_2014-12-04.xlsxPrinted On: 12/5/2014 Page 1/1Intersection:Location:Date Count Performed:Count Time Period:Seasonal Adjustment Factor:Street/Approach Total Peak Hour % % Buses % HeavyRoad Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total % % Volume PHF Trucks & RV's VehiclesL 11435483 295.88%3.05%20 0.633.45%0.00%3.45%T 27 35 67 70 60 59 67 43 428 86.82% 45.01% 256 0.91 0.00% 0.23% 0.23%R 3 3 2 7 10 5 2 3 35 7.10% 3.68% 24 0.60 5.71% 2.86% 8.57%Bike/Ped01000000 10.20%0.11% 0 0.00L 00011014 72.36%0.74% 3 0.750.00%14.29%14.29%T 9 16 19 51 54 48 29 28 254 85.52% 26.71% 182 0.84 0.79% 1.57% 2.36%R 24642734 3210.77%3.36%16 0.573.13%0.00%3.13%U-Turn10101010 41.35%0.42% 2 0.500.00%0.00%0.00%Bike/Ped00000000 00.00%0.00% 0 0.00L 6 6 10 14 14 10 8 9 77 71.30% 8.10% 46 0.82 0.00% 0.00% 0.00%T 30222410 1412.96%1.47% 9 0.567.14%0.00%7.14%R 31234301 1715.74%1.79%10 0.630.00%0.00%0.00%Bike/Ped00000000 00.00%0.00% 0 0.00L 23673524 3260.38%3.36%17 0.613.13%3.13%6.25%T 10414320 1528.30%1.58%10 0.636.67%0.00%6.67%R 00201021 611.32%0.63% 3 0.3816.67%0.00%16.67%Bike/Ped00000000 00.00%0.00% 0 0.0058 70 125 163 161 148 126 100 951 100.00% 598 0.92 1.05% 0.84% 1.89%416 519 597 598 535Intersection Turning Movement Count SummaryHourly VolumeW Babcock StFrom the EastW Babcock StFrom the WestStart TimeCottonwood RoadFrom the NorthCottonwood RoadFrom the SouthIntersection TotalsWeekday, AM Peak Period1.00Cottonwood Road & West Babcock StreetBozeman, Gallatin County, MontanaThursday, December 4, 2014N:\5352\003\Traffic Data\Traffic Count Data\Cottonwood-Road_West-Babcock-Street_AM_2014-12-04.xlsxPrinted On: 12/8/2014 Page 1/1Intersection:Location:Date Count Performed:Count Time Period:Seasonal Adjustment Factor:Street/Approach Total Peak Hour % % Buses % HeavyRoad Movement 3:00 3:15 3:30 3:45 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total % %Volume PHF Trucks & RV's VehiclesL 224532033102 275.03%1.84% 7 0.580.00%0.00%0.00%T 38 40 57 56 40 44 30 34 36 40 33 21 469 87.34% 31.90% 143 0.89 0.43% 0.00% 0.43%R 122843334461 417.64%2.79% 17 0.714.88%4.88%9.76%Bike/Ped000000000000 00.00%0.00% 0 0.00L 031000120010 81.11%0.54% 3 0.380.00%0.00%0.00%T 39 49 49 35 44 48 57 45 57 63 51 52 589 81.69% 40.07% 216 0.86 0.17% 1.36% 1.53%R 121177991191410131012216.92%8.30% 46 0.820.00%0.00%0.00%U-Turn100001000000 20.28%0.14% 0 0.000.00%0.00%0.00%Bike/Ped000000000000 00.00%0.00% 0 0.00L 5552576871236 7154.20%4.83% 30 0.630.00%0.00%0.00%T 101101120210 107.63%0.68% 5 0.630.00%10.00%10.00%R 247258125445 4937.40%3.33% 15 0.750.00%0.00%0.00%Bike/Ped000000000001 10.76%0.07% 0 0.00L 443224237583 4758.02%3.20% 23 0.720.00%0.00%0.00%T 011501214222 2125.93%1.43% 9 0.560.00%0.00%0.00%R 040021102210 1316.05%0.88% 5 0.630.00%0.00%0.00%Bike/Ped000000000000 00.00%0.00% 0 0.00105 125 137 123 114 129 115 112 139 145 123 103 1470 100.00% 519 0.89 0.34% 0.75% 1.09%490 499 503 481 470 495 511 519 510Intersection Turning Movement Count SummaryHourly VolumeW Babcock StFrom the EastW Babcock StFrom the WestStart TimeCottonwood RoadFrom the NorthCottonwood RoadFrom the SouthIntersection TotalsWeekday, PM Peak Period1.00Cottonwood Road & West Babcock StreetBozeman, Gallatin County, MontanaThursday, December 4, 2014C:\Users\bwhite\Documents\MMI Projects\5352003 - TheLakesatValleyWest\Counts\Copy of Cottonwood-Road_West-Babcock-Street_PM_2014-12-04.xlsxPrinted On: 1/28/2015 Page 1/1Intersection:Location:Date Count Performed:Count Time Period:Seasonal Adjustment Factor:Street/Approach Total Peak Hour % % Buses % HeavyRoad Movement 7:00 7:157:30 7:45 8:00 8:15 8:30 8:45 Total % % VolumePHF Trucks & RV's VehiclesL 1835545943284126 30491.57%29.75% 184 0.78 1.32% 1.97% 3.29%T 00000000 00.00%0.00% 0 0.000.00%0.00%0.00%R 34437142 288.43%2.74%15 0.543.57%0.00%3.57%Bike/Ped00000000 00.00%0.00% 0 0.00L 00000000 00.00%0.00% 0 0.000.00%0.00%0.00%T 00000000 00.00%0.00% 0 0.000.00%0.00%0.00%R 00002000 2100.00% 0.20% 2 0.25 100.00% 0.00% 100.00%Bike/Ped00000000 00.00%0.00% 0 0.00L 00000002 20.59%0.20% 0 0.00100.00% 0.00% 100.00%T 2927344734324118 26277.29%25.64% 147 0.78 4.58% 1.15% 5.73%R 5 4 6 11 12 11 10 15 74 21.83% 7.24% 40 0.83 2.70% 5.41% 8.11%Bike/Ped00000001 10.29%0.10% 0 0.00L 20123021 113.15%1.08% 6 0.509.09%0.00%9.09%T 1835457256463034 33696.28%32.88% 219 0.76 2.38% 0.30% 2.68%R 20000000 20.57%0.20% 0 0.00100.00% 0.00% 100.00%Bike/Ped00000000 00.00%0.00% 0 0.0077 105 144 194 157 118 128 99 1022 100.00% 613 0.79 3.33% 1.37% 4.70%520 600 613 597 502Intersection Turning Movement Count SummaryHourly VolumeDurston RoadFrom the EastDurston RoadFrom the WestStart TimeLaurel ParkwayFrom the NorthLaurel Parkway(Future)From the SouthIntersection TotalsWeekday, AM Peak Period1.00Durston Road & Laurel ParkwayBozeman, Gallatin County, MontanaThursday, December 4, 2014N:\5352\003\Traffic Data\Traffic Count Data\Durston-Road_Laurel-Parkway_AM_2014-12-04.xlsxPrinted On: 12/4/2014 Page 1/1Intersection:Location:Date Count Performed:Count Time Period:Seasonal Adjustment Factor:Street/Approach Total Peak Hour % % Buses % HeavyRoad Movement 3:00 3:15 3:30 3:45 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total % % Volume PHF Trucks & RV's VehiclesL 15 22 14 17 21 24 11 21 29 27 38 25 264 90.72% 16.38% 115 0.76 0.00% 1.14% 1.14%T 000000000000 00.00% 0.00% 0 0.00 0.00% 0.00% 0.00%R 310141514212 258.59% 1.55% 8 0.50 8.00% 0.00% 8.00%Bike/Ped002000000000 20.69% 0.12% 0 0.00L 000000000000 00.00% 0.00% 0 0.00 0.00% 0.00% 0.00%T 000000000000 00.00% 0.00% 0 0.00 0.00% 0.00% 0.00%R 000000000000 00.00% 0.00% 0 0.00 0.00% 0.00% 0.00%Bike/Ped000000000000 00.00% 0.00% 0 0.00L 000000000000 00.00% 0.00% 0 0.00 0.00% 0.00% 0.00%T 43 33 44 42 49 59 34 48 50 50 43 37 532 60.45% 33.00% 191 0.96 2.07% 0.56% 2.63%R 19 22 23 21 24 40 24 25 29 48 37 35 347 39.43% 21.53% 139 0.72 0.86% 1.15% 2.02%Bike/Ped000001000000 10.11% 0.06% 0 0.00L 221253205536 368.16% 2.23% 13 0.65 5.56% 0.00% 5.56%T 42 37 33 23 24 26 23 52 49 40 33 21 403 91.38% 25.00% 174 0.84 1.24% 0.25% 1.49%R 000000000000 00.00% 0.00% 0 0.00 0.00% 0.00% 0.00%Bike/Ped001010000000 20.45% 0.12% 0 0.00124 117 118 106 128 154 99 147 166 172 155 126 1612 100.00% 640 0.93 1.43% 0.68% 2.11%465 469 506 487 528 566 584 640 619Intersection Turning Movement Count SummaryHourly VolumeDurston RoadFrom the EastDurston RoadFrom the WestStart TimeCottonwood RoadFrom the NorthCottonwood RoadFrom the SouthIntersection TotalsWeekday, PM Peak Period1.00Durston Road & Laurel ParkwayBozeman, Gallatin County, MontanaThursday, December 4, 2014N:\5352\003\Traffic Data\Traffic Count Data\Durston-Road_Laurel-Parkway_PM_2014-12-04.xlsxPrinted On: 12/5/2014 TheLakesatValleyWest TrafficImpactStudy $SSHQGL[& /266XPPDU\:RUNVKHHWV 1: Cottonwood Road & Durston Road Existing - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 259 145 142 156 6 30 4 133 17 11 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 305 171 167 184 7 35 5 156 20 13 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 191 0 0 475 0 0 921 917 390 994 999 187 Stage 1 - - - - - - 392 392 - 521 521 - Stage 2 - - - - - - 529 525 - 473 478 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1383 - - 1087 - - 251 272 658 224 243 855 Stage 1 - - - - - - 633 606 - 539 532 - Stage 2 - - - - - - 533 529 - 572 556 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1383 - - 1087 - - 206 225 658 146 201 855 Mov Cap-2 Maneuver - - - - - - 206 225 - 146 201 - Stage 1 - - - - - - 632 605 - 538 440 - Stage 2 - - - - - - 427 438 - 432 555 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 18.7 30.5 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 457 1383 - - 1087 - - 177 HCM Lane V/C Ratio 0.43 0.001 - - 0.154 - - 0.206 HCM Control Delay (s) 18.7 7.6 0 - 8.9 0 - 30.5 HCM Lane LOS C A A - A A - D HCM 95th %tile Q(veh) 2.1 0 - - 0.5 - - 0.7 2: Durston Road & Westgate Avenue Existing - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 1 213 3 159 12 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 266 4 199 15 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 203 0 - 0 372 103 Stage 1 - - - - 103 - Stage 2 - - - - 269 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1369 - - - 629 952 Stage 1 - - - - 921 - Stage 2 - - - - 776 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1369 - - - 628 952 Mov Cap-2 Maneuver - - - - 628 - Stage 1 - - - - 921 - Stage 2 - - - - 775 - Approach EB WB SB HCM Control Delay, s 0 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1369 - - - 660 HCM Lane V/C Ratio 0.001 - - - 0.027 HCM Control Delay (s) 7.6 0 - - 10.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 3: Durston Road & Laurel Parrkway Existing - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 5.5 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 6 219 147 40 184 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 277 186 51 233 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 237 0 - 0 503 211 Stage 1 - - - - 211 - Stage 2 - - - - 292 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1330 - - - 528 829 Stage 1 - - - - 824 - Stage 2 - - - - 758 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1330 - - - 524 829 Mov Cap-2 Maneuver - - - - 524 - Stage 1 - - - - 824 - Stage 2 - - - - 753 - Approach EB WB SB HCM Control Delay, s 0.2 0 16.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1330 - - - 524 829 HCM Lane V/C Ratio 0.006 - - - 0.444 0.023 HCM Control Delay (s) 7.7 0 - - 17.3 9.4 HCM Lane LOS A A - - C A HCM 95th %tile Q(veh) 0 - - - 2.3 0.1 4: Cottonwood Road & West Babcock Street Existing - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 17 10 3 46 9 10 3 182 16 20 256 24 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 11 3 50 10 11 3 198 17 22 278 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 550 539 152 392 552 198 304 0 0 198 0 0 Stage 1 335 335 - 204 204 - - - - - - - Stage 2 215 204 - 188 348 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 432 448 868 554 441 842 1254 - - 1375 - - Stage 1 653 642 - 797 732 - - - - - - - Stage 2 787 732 - 796 633 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 413 440 868 534 433 842 1254 - - 1375 - - Mov Cap-2 Maneuver 413 440 - 534 433 - - - - - - - Stage 1 651 632 - 795 730 - - - - - - - Stage 2 765 730 - 767 623 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.4 12.1 0.1 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1254 - - 413 496 534 582 1375 - - HCM Lane V/C Ratio 0.003 - - 0.045 0.028 0.094 0.035 0.016 - - HCM Control Delay (s) 7.9 - - 14.1 12.5 12.4 11.4 7.7 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.3 0.1 0 - - 1: Cottonwood Road & Durston Road Existing - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 7.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 195 75 106 265 21 70 14 142 11 6 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 224 86 122 305 24 80 16 163 13 7 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 329 0 0 310 0 0 836 844 267 921 875 317 Stage 1 - - - - - - 272 272 - 560 560 - Stage 2 - - - - - - 564 572 - 361 315 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1231 - - 1250 - - 287 300 772 251 288 724 Stage 1 - - - - - - 734 685 - 513 511 - Stage 2 - - - - - - 510 504 - 657 656 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1231 - - 1250 - - 255 263 772 171 253 724 Mov Cap-2 Maneuver - - - - - - 255 263 - 171 253 - Stage 1 - - - - - - 733 684 - 512 450 - Stage 2 - - - - - - 441 444 - 505 655 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.2 24.1 25 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 442 1231 - - 1250 - - 201 HCM Lane V/C Ratio 0.588 0.002 - - 0.097 - - 0.103 HCM Control Delay (s) 24.1 7.9 0 - 8.2 0 - 25 HCM Lane LOS C A A - A A - D HCM 95th %tile Q(veh) 3.7 0 - - 0.3 - - 0.3 2: Durston Road & Westgate Avenue Existing - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 3 179 187 12 8 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 195 203 13 9 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 216 0 - 0 411 210 Stage 1 - - - - 210 - Stage 2 - - - - 201 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1354 - - - 597 830 Stage 1 - - - - 825 - Stage 2 - - - - 833 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1354 - - - 596 830 Mov Cap-2 Maneuver - - - - 596 - Stage 1 - - - - 825 - Stage 2 - - - - 831 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1354 - - - 632 HCM Lane V/C Ratio 0.002 - - - 0.017 HCM Control Delay (s) 7.7 0 - - 10.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 3: Durston Road Existing - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 13 174 191 139 115 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 187 205 149 124 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 355 0 - 0 495 280 Stage 1 - - - - 280 - Stage 2 - - - - 215 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1204 - - - 534 759 Stage 1 - - - - 767 - Stage 2 - - - - 821 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1204 - - - 527 759 Mov Cap-2 Maneuver - - - - 527 - Stage 1 - - - - 767 - Stage 2 - - - - 810 - Approach EB WB SB HCM Control Delay, s 0.6 0 13.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1204 - - - 527 759 HCM Lane V/C Ratio 0.012 - - - 0.235 0.011 HCM Control Delay (s) 8 0 - - 13.9 9.8 HCM Lane LOS A A - - B A HCM 95th %tile Q(veh) 0 - - - 0.9 0 4: Cottonwood Road & West Babcock Street Existing - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 23 9 5 30 5 15 2 216 46 7 143 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 10 6 34 6 17 2 243 52 8 161 19 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 444 433 90 348 443 243 180 0 0 243 0 0 Stage 1 186 186 - 247 247 - - - - - - - Stage 2 258 247 - 101 196 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 511 515 950 594 508 795 1393 - - 1323 - - Stage 1 798 745 - 756 701 - - - - - - - Stage 2 746 701 - 895 738 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 493 511 950 578 504 795 1393 - - 1323 - - Mov Cap-2 Maneuver 493 511 - 578 504 - - - - - - - Stage 1 797 740 - 755 700 - - - - - - - Stage 2 723 700 - 872 734 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.1 11.1 0.1 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1393 - - 493 612 578 695 1323 - - HCM Lane V/C Ratio 0.002 - - 0.052 0.026 0.058 0.032 0.006 - - HCM Control Delay (s) 7.6 - - 12.7 11 11.6 10.4 7.7 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.2 0.1 0 - - 1: Cottonwood Road & Durston Road Future Without Project (Growth Rate) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 16.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 348 195 191 210 8 40 5 179 23 15 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 409 229 225 247 9 47 6 211 27 18 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 256 0 0 639 0 0 1238 1232 524 1336 1342 252 Stage 1 - - - - - - 526 526 - 701 701 - Stage 2 - - - - - - 712 706 - 635 641 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1309 - - 945 - - 152 177 553 130 152 787 Stage 1 - - - - - - 535 529 - 429 441 - Stage 2 - - - - - - 423 439 - 467 469 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1309 - - 945 - - 105 128 553 61 110 787 Mov Cap-2 Maneuver - - - - - - 105 128 - 61 110 - Stage 1 - - - - - - 534 528 - 429 318 - Stage 2 - - - - - - 287 317 - 286 469 - Approach EB WB NB SB HCM Control Delay, s 0 4.7 63.1 102.8 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 301 1309 - - 945 - - 81 HCM Lane V/C Ratio 0.876 0.001 - - 0.238 - - 0.61 HCM Control Delay (s) 63.1 7.8 0 - 10 0 - 102.8 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 7.9 0 - - 0.9 - - 2.8 2: Durston Road & Westgate Avenue Future Without Project (Growth Rate) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 1 286 4 214 16 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 358 5 268 20 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 273 0 - 0 499 139 Stage 1 - - - - 139 - Stage 2 - - - - 360 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1290 - - - 531 909 Stage 1 - - - - 888 - Stage 2 - - - - 706 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1290 - - - 530 909 Mov Cap-2 Maneuver - - - - 530 - Stage 1 - - - - 888 - Stage 2 - - - - 705 - Approach EB WB SB HCM Control Delay, s 0 0 11.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1290 - - - 567 HCM Lane V/C Ratio 0.001 - - - 0.042 HCM Control Delay (s) 7.8 0 - - 11.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 3: Durston Road & Laurel Parkway Future Without Project (Growth Rate) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 9.9 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 8 254 198 54 247 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 322 251 68 313 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 319 0 - 0 627 285 Stage 1 - - - - 285 - Stage 2 - - - - 342 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1241 - - - 447 754 Stage 1 - - - - 763 - Stage 2 - - - - 719 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1241 - - - 443 754 Mov Cap-2 Maneuver - - - - 443 - Stage 1 - - - - 763 - Stage 2 - - - - 712 - Approach EB WB SB HCM Control Delay, s 0.2 0 28.9 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1241 - - - 443 754 HCM Lane V/C Ratio 0.008 - - - 0.706 0.034 HCM Control Delay (s) 7.9 0 - - 30.4 9.9 HCM Lane LOS A A - - D A HCM 95th %tile Q(veh) 0 - - - 5.4 0.1 4: Cottonwood Road & West Babcock Street Future Without Project (Growth Rate) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 23 13 4 62 12 13 4 245 22 27 344 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 14 4 67 13 14 4 266 24 29 374 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 739 725 204 528 742 266 409 0 0 266 0 0 Stage 1 450 450 - 275 275 - - - - - - - Stage 2 289 275 - 253 467 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 319 351 803 447 343 772 1146 - - 1298 - - Stage 1 559 571 - 730 682 - - - - - - - Stage 2 718 682 - 730 561 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 298 342 803 422 334 772 1146 - - 1298 - - Mov Cap-2 Maneuver 298 342 - 422 334 - - - - - - - Stage 1 557 558 - 727 680 - - - - - - - Stage 2 689 680 - 692 548 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.7 14.5 0.1 0.5 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1146 - - 298 395 422 474 1298 - - HCM Lane V/C Ratio 0.004 - - 0.084 0.047 0.16 0.057 0.023 - - HCM Control Delay (s) 8.2 - - 18.2 14.6 15.1 13.1 7.8 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.6 0.2 0.1 - - 1: Cottonwood Road & Durston Road Future Without Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 44.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 262 101 142 396 28 94 19 191 15 8 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 301 116 163 455 32 108 22 220 17 9 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 487 0 0 417 0 0 1169 1180 359 1285 1222 471 Stage 1 - - - - - - 366 366 - 798 798 - Stage 2 - - - - - - 803 814 - 487 424 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1076 - - 1142 - - 170 190 685 142 180 593 Stage 1 - - - - - - 653 623 - 380 398 - Stage 2 - - - - - - 377 391 - 562 587 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1076 - - 1142 - - 137 152 685 73 144 593 Mov Cap-2 Maneuver - - - - - - 137 152 - 73 144 - Stage 1 - - - - - - 650 621 - 378 320 - Stage 2 - - - - - - 293 314 - 367 585 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.2 177.2 60.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 279 1076 - - 1142 - - 91 HCM Lane V/C Ratio 1.252 0.003 - - 0.143 - - 0.303 HCM Control Delay (s) 177.2 8.4 0 - 8.7 0 - 60.9 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 16.7 0 - - 0.5 - - 1.1 2: Durston Road & Westgate Avenue Future Without Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 4 241 251 16 11 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 262 273 17 12 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 290 0 - 0 553 282 Stage 1 - - - - 282 - Stage 2 - - - - 271 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1272 - - - 494 757 Stage 1 - - - - 766 - Stage 2 - - - - 775 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1272 - - - 492 757 Mov Cap-2 Maneuver - - - - 492 - Stage 1 - - - - 766 - Stage 2 - - - - 772 - Approach EB WB SB HCM Control Delay, s 0.1 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1272 - - - 532 HCM Lane V/C Ratio 0.003 - - - 0.029 HCM Control Delay (s) 7.8 0 - - 12 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 3: Durston Road Future Without Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 3.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 17 234 257 187 155 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 252 276 201 167 12 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 477 0 - 0 665 377 Stage 1 - - - - 377 - Stage 2 - - - - 288 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1085 - - - 425 670 Stage 1 - - - - 694 - Stage 2 - - - - 761 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1085 - - - 417 670 Mov Cap-2 Maneuver - - - - 417 - Stage 1 - - - - 694 - Stage 2 - - - - 747 - Approach EB WB SB HCM Control Delay, s 0.6 0 18.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1085 - - - 417 670 HCM Lane V/C Ratio 0.017 - - - 0.4 0.018 HCM Control Delay (s) 8.4 0 - - 19.3 10.5 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.1 - - - 1.9 0.1 4: Cottonwood Road & West Babcock Street Future Without Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 31 12 7 40 7 20 4 290 62 9 192 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 13 8 45 8 22 4 326 70 10 216 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 599 584 121 470 597 326 242 0 0 326 0 0 Stage 1 249 249 - 335 335 - - - - - - - Stage 2 350 335 - 135 262 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 399 423 908 490 416 714 1322 - - 1234 - - Stage 1 734 700 - 678 642 - - - - - - - Stage 2 666 642 - 855 691 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 378 418 908 470 411 714 1322 - - 1234 - - Mov Cap-2 Maneuver 378 418 - 470 411 - - - - - - - Stage 1 732 694 - 676 640 - - - - - - - Stage 2 635 640 - 824 685 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.2 12.6 0.1 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1322 - - 378 522 470 599 1234 - - HCM Lane V/C Ratio 0.003 - - 0.092 0.041 0.096 0.051 0.008 - - HCM Control Delay (s) 7.7 - - 15.5 12.2 13.5 11.3 7.9 - - HCM Lane LOS A - - C BBBA - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.3 0.2 0 - - 1: Cottonwood Road & Durston Road Future With Project (Growth) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 43.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 418 244 191 228 8 53 5 179 23 15 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 492 287 225 268 9 62 6 211 27 18 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 278 0 0 779 0 0 1372 1365 635 1468 1503 273 Stage 1 - - - - - - 638 638 - 722 722 - Stage 2 - - - - - - 734 727 - 746 781 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1285 - - 838 - - 123 147 478 106 122 766 Stage 1 - - - - - - 465 471 - 418 431 - Stage 2 - - - - - - 412 429 - 405 405 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1285 - - 838 - - 78 100 478 43 83 766 Mov Cap-2 Maneuver - - - - - - 78 100 - 43 83 - Stage 1 - - - - - - 465 471 - 418 294 - Stage 2 - - - - - - 262 293 - 224 405 - Approach EB WB NB SB HCM Control Delay, s 0 4.9 207.8 191.6 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 215 1285 - - 838 - - 58 HCM Lane V/C Ratio 1.297 0.001 - - 0.268 - - 0.852 HCM Control Delay (s) 207.8 7.8 0 - 10.9 0 - 191.6 HCM Lane LOS F A A - B A - F HCM 95th %tile Q(veh) 15 0 - - 1.1 - - 3.8 2: Westgate Avenue & Durston Road Future With Project (Growth) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 290 2 13 226 4 8 0 48 16 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 354 2 16 276 5 10 0 59 20 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 280 0 0 356 0 0 669 669 355 697 669 278 Stage 1 - - - - - - 357 357 - 310 310 - Stage 2 - - - - - - 312 312 - 387 359 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1283 - - 1203 - - 371 379 689 356 379 761 Stage 1 - - - - - - 661 628 - 700 659 - Stage 2 - - - - - - 699 658 - 637 627 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1283 - - 1203 - - 364 373 689 322 373 761 Mov Cap-2 Maneuver - - - - - - 364 373 - 322 373 - Stage 1 - - - - - - 660 627 - 699 648 - Stage 2 - - - - - - 685 647 - 582 626 - Approach EB WB NB SB HCM Control Delay, s 0 0.4 11.6 15.9 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 611 1283 - - 1203 - - 354 HCM Lane V/C Ratio 0.112 0.001 - - 0.013 - - 0.065 HCM Control Delay (s) 11.6 7.8 0 - 8 0 - 15.9 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.2 3: Laurel Parkway & Durston Road Future With Project (Growth) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 43 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 343 3 16 213 54 10 0 60 247 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 50 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 434 4 20 270 68 13 0 76 313 0 25 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 338 0 0 438 0 0 813 834 436 800 802 304 Stage 1 - - - - - - 456 456 - 344 344 - Stage 2 - - - - - - 357 378 - 456 458 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1221 - - 1122 - - 297 304 620 ~ 303 317 736 Stage 1 - - - - - - 584 568 - 671 637 - Stage 2 - - - - - - 661 615 - 584 567 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1221 - - 1122 - - 280 294 620 ~ 259 307 736 Mov Cap-2 Maneuver - - - - - - 280 294 - ~ 259 307 - Stage 1 - - - - - - 578 562 - 664 623 - Stage 2 - - - - - - 624 601 - 507 561 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.5 12.6 152.6 HCM LOS B F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 280 620 1221 - - 1122 - - 259 736 HCM Lane V/C Ratio 0.045 0.122 0.008 - - 0.018 - - 1.207 0.034 HCM Control Delay (s) 18.5 11.6 8 0 - 8.3 0 - 164.1 10.1 HCM Lane LOS C B A A - A A - F B HCM 95th %tile Q(veh) 0.1 0.4 0 - - 0.1 - - 14.7 0.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 4: Cottonwood Road & West Babcock Street Future With Project (Growth) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 23 13 4 62 12 15 4 256 22 34 386 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 14 4 67 13 16 4 278 24 37 420 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 813 798 227 578 815 278 454 0 0 278 0 0 Stage 1 511 511 - 287 287 - - - - - - - Stage 2 302 287 - 291 528 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 283 318 777 413 311 760 1103 - - 1285 - - Stage 1 514 536 - 720 674 - - - - - - - Stage 2 706 674 - 693 527 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 261 308 777 387 301 760 1103 - - 1285 - - Mov Cap-2 Maneuver 261 308 - 387 301 - - - - - - - Stage 1 512 521 - 717 672 - - - - - - - Stage 2 675 672 - 651 512 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.2 15.5 0.1 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1103 - - 261 359 387 453 1285 - - HCM Lane V/C Ratio 0.004 - - 0.096 0.051 0.174 0.065 0.029 - - HCM Control Delay (s) 8.3 - - 20.2 15.6 16.3 13.5 7.9 - - HCM Lane LOS A - - C C C B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.2 0.6 0.2 0.1 - - 5: Durston Road Future With Project (Growth) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 652 1 3 282 3 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 724 1 4 344 4 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 726 0 1076 725 Stage 1 - - - - 725 - Stage 2 - - - - 351 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 877 - 243 425 Stage 1 - - - - 479 - Stage 2 - - - - 713 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 877 - 242 425 Mov Cap-2 Maneuver - - - - 242 - Stage 1 - - - - 479 - Stage 2 - - - - 709 - Approach EB WB NB HCM Control Delay, s 0 0.1 15.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 366 - - 877 - HCM Lane V/C Ratio 0.047 - - 0.004 - HCM Control Delay (s) 15.3 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 1: Cottonwood Road & Durston Road Future With Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 138.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 301 128 142 468 28 144 19 191 15 8 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 346 147 163 538 32 166 22 220 17 9 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 570 0 0 493 0 0 1312 1323 420 1427 1380 554 Stage 1 - - - - - - 426 426 - 880 880 - Stage 2 - - - - - - 886 897 - 547 500 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1002 - - 1071 - - ~ 136 156 633 113 144 532 Stage 1 - - - - - - 606 586 - 342 365 - Stage 2 - - - - - - 339 358 - 521 543 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1002 - - 1071 - - ~ 105 121 633 53 111 532 Mov Cap-2 Maneuver - - - - - - ~ 105 121 - 53 111 - Stage 1 - - - - - - 604 584 - 341 283 - Stage 2 - - - - - - 254 278 - 326 541 - Approach EB WB NB SB HCM Control Delay, s 0.1 2 $ 555.6 92.1 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 193 1002 - - 1071 - - 67 HCM Lane V/C Ratio 2.108 0.003 - - 0.152 - - 0.412 HCM Control Delay (s) $ 555.6 8.6 0 - 9 0 - 92.1 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 31.6 0 - - 0.5 - - 1.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: Westgate Avenue & Durston Road Future With Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 4 253 9 49 258 16 5 0 27 11 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 281 10 54 287 18 6 0 30 12 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 304 0 0 291 0 0 701 708 286 714 704 296 Stage 1 - - - - - - 295 295 - 404 404 - Stage 2 - - - - - - 406 413 - 310 300 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1257 - - 1271 - - 353 360 753 346 361 743 Stage 1 - - - - - - 713 669 - 623 599 - Stage 2 - - - - - - 622 594 - 700 666 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1257 - - 1271 - - 337 340 753 318 341 743 Mov Cap-2 Maneuver - - - - - - 337 340 - 318 341 - Stage 1 - - - - - - 710 666 - 621 568 - Stage 2 - - - - - - 588 564 - 669 663 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.2 11 15.4 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 631 1257 - - 1271 - - 362 HCM Lane V/C Ratio 0.056 0.004 - - 0.043 - - 0.043 HCM Control Delay (s) 11 7.9 0 - 8 0 - 15.4 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1 3: Laurel Parkway & Durston Road Future With Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 10.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 17 263 10 61 307 187 5 0 34 155 0 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 50 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 292 11 68 341 208 6 0 38 172 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 549 0 0 303 0 0 923 1020 298 917 922 445 Stage 1 - - - - - - 336 336 - 581 581 - Stage 2 - - - - - - 587 684 - 336 341 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1021 - - 1258 - - 250 237 741 253 270 613 Stage 1 - - - - - - 678 642 - 499 500 - Stage 2 - - - - - - 496 449 - 678 639 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1021 - - 1258 - - 226 213 741 222 243 613 Mov Cap-2 Maneuver - - - - - - 226 213 - 222 243 - Stage 1 - - - - - - 663 628 - 488 460 - Stage 2 - - - - - - 447 413 - 629 625 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.9 11.5 58.1 HCM LOS B F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 226 741 1021 - - 1258 - - 222 613 HCM Lane V/C Ratio 0.025 0.051 0.019 - - 0.054 - - 0.776 0.02 HCM Control Delay (s) 21.3 10.1 8.6 0 - 8 0 - 61.4 11 HCM Lane LOS C B A A - A A - F B HCM 95th %tile Q(veh) 0.1 0.2 0.1 - - 0.2 - - 5.5 0.1 4: Cottonwood Road & West Babcock Street Future With Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 31 12 7 40 7 27 4 333 62 13 216 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 13 8 45 8 30 4 374 70 15 243 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 687 668 134 540 681 374 269 0 0 374 0 0 Stage 1 285 285 - 383 383 - - - - - - - Stage 2 402 383 - 157 298 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 347 378 891 438 372 671 1292 - - 1184 - - Stage 1 699 675 - 639 611 - - - - - - - Stage 2 624 611 - 830 666 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 322 372 891 417 366 671 1292 - - 1184 - - Mov Cap-2 Maneuver 322 372 - 417 366 - - - - - - - Stage 1 697 666 - 637 609 - - - - - - - Stage 2 586 609 - 796 658 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.8 13.3 0.1 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1292 - - 322 474 417 573 1184 - - HCM Lane V/C Ratio 0.003 - - 0.108 0.045 0.108 0.067 0.012 - - HCM Control Delay (s) 7.8 - - 17.5 13 14.7 11.7 8.1 - - HCM Lane LOS A - - C BBBA - - HCM 95th %tile Q(veh) 0 - - 0.4 0.1 0.4 0.2 0 - - 5: Durston Road Future With Project (Growth) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 627 3 11 554 2 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 697 3 12 616 2 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 700 0 1338 698 Stage 1 - - - - 698 - Stage 2 - - - - 640 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 897 - 169 440 Stage 1 - - - - 494 - Stage 2 - - - - 525 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 897 - 166 440 Mov Cap-2 Maneuver - - - - 166 - Stage 1 - - - - 494 - Stage 2 - - - - 515 - Approach EB WB NB HCM Control Delay, s 0 0.2 16.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 311 - - 897 - HCM Lane V/C Ratio 0.029 - - 0.014 - HCM Control Delay (s) 16.9 - - 9.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 1: Cottonwood Road & Durston Road FWO (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 103.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 322 175 161 184 29 43 28 158 85 79 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 379 206 189 216 34 51 33 186 100 93 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 251 0 0 585 0 0 1145 1113 482 1206 1199 234 Stage 1 - - - - - - 484 484 - 612 612 - Stage 2 - - - - - - 661 629 - 594 587 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1314 - - 990 - - 177 208 584 160 185 805 Stage 1 - - - - - - 564 552 - 480 484 - Stage 2 - - - - - - 452 475 - 491 497 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1314 - - 990 - - 72 161 584 ~ 77 144 805 Mov Cap-2 Maneuver - - - - - - 72 161 - ~ 77 144 - Stage 1 - - - - - - 563 551 - 480 376 - Stage 2 - - - - - - 263 369 - 314 497 - Approach EB WB NB SB HCM Control Delay, s 0 4.1 179.5 $ 529.8 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 220 1314 - - 990 - - 101 HCM Lane V/C Ratio 1.225 0.001 - - 0.191 - - 1.945 HCM Control Delay (s) 179.5 7.7 0 - 9.5 0 -$ 529.8 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 13.6 0 - - 0.7 - - 16.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: Durston Road & Westgate Avenue FWO (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 1 226 169 3 13 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 282 211 4 16 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 215 0 - 0 498 213 Stage 1 - - - - 213 - Stage 2 - - - - 285 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1355 - - - 532 827 Stage 1 - - - - 823 - Stage 2 - - - - 763 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1355 - - - 531 827 Mov Cap-2 Maneuver - - - - 531 - Stage 1 - - - - 823 - Stage 2 - - - - 762 - Approach EB WB SB HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1355 - - - 558 HCM Lane V/C Ratio 0.001 - - - 0.034 HCM Control Delay (s) 7.7 0 - - 11.7 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 3: Durston Road FWO (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 7.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 9 245 170 52 226 23 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 310 215 66 286 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 281 0 - 0 581 248 Stage 1 - - - - 248 - Stage 2 - - - - 333 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1282 - - - 476 791 Stage 1 - - - - 793 - Stage 2 - - - - 726 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1282 - - - 471 791 Mov Cap-2 Maneuver - - - - 471 - Stage 1 - - - - 793 - Stage 2 - - - - 719 - Approach EB WB SB HCM Control Delay, s 0.3 0 22.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1282 - - - 471 791 HCM Lane V/C Ratio 0.009 - - - 0.607 0.037 HCM Control Delay (s) 7.8 0 - - 23.8 9.7 HCM Lane LOS A A - - C A HCM 95th %tile Q(veh) 0 - - - 4 0.1 4: Cottonwood Road & West Babcock Street FWO (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 19 11 3 56 10 25 3 233 20 62 329 27 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 12 3 61 11 27 3 253 22 67 358 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 786 767 193 580 782 253 387 0 0 253 0 0 Stage 1 507 507 - 260 260 - - - - - - - Stage 2 279 260 - 320 522 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 296 332 817 411 325 785 1168 - - 1312 - - Stage 1 517 538 - 744 692 - - - - - - - Stage 2 727 692 - 667 530 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 267 314 817 381 308 785 1168 - - 1312 - - Mov Cap-2 Maneuver 267 314 - 381 308 - - - - - - - Stage 1 516 511 - 742 690 - - - - - - - Stage 2 689 690 - 616 503 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.8 14.6 0.1 1.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1168 - - 267 362 381 544 1312 - - HCM Lane V/C Ratio 0.003 - - 0.077 0.042 0.16 0.07 0.051 - - HCM Control Delay (s) 8.1 - - 19.6 15.4 16.2 12.1 7.9 - - HCM Lane LOS A - - C C C B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.6 0.2 0.2 - - 1: Cottonwood Road & Durston Road Future Without Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 155 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 238 96 129 367 98 94 91 164 54 51 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 274 110 148 422 113 108 105 189 62 59 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 534 0 0 384 0 0 1138 1164 329 1255 1164 478 Stage 1 - - - - - - 333 333 - 775 775 - Stage 2 - - - - - - 805 831 - 480 389 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1034 - - 1174 - - 179 194 712 148 194 587 Stage 1 - - - - - - 681 644 - 391 408 - Stage 2 - - - - - - 376 384 - 567 608 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1034 - - 1174 - - 110 158 712 ~ 45 158 587 Mov Cap-2 Maneuver - - - - - - 110 158 - ~ 45 158 - Stage 1 - - - - - - 680 643 - 390 333 - Stage 2 - - - - - - 253 314 - 348 607 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.8 $ 465 $ 483.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 210 1034 - - 1174 - - 70 HCM Lane V/C Ratio 1.91 0.002 - - 0.126 - - 1.741 HCM Control Delay (s) $ 465 8.5 0 - 8.5 0 -$ 483.9 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 29.1 0 - - 0.4 - - 10.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: Durston Road Future Without Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 3 212 216 13 9 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 230 235 14 10 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 249 0 - 0 479 242 Stage 1 - - - - 242 - Stage 2 - - - - 237 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1317 - - - 545 797 Stage 1 - - - - 798 - Stage 2 - - - - 802 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1317 - - - 543 797 Mov Cap-2 Maneuver - - - - 543 - Stage 1 - - - - 798 - Stage 2 - - - - 800 - Approach EB WB SB HCM Control Delay, s 0.1 0 11.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1317 - - - 576 HCM Lane V/C Ratio 0.002 - - - 0.021 HCM Control Delay (s) 7.7 0 - - 11.4 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 3: Durston Road Future Without Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 3.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 20 200 216 180 142 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 22 215 232 194 153 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 426 0 - 0 587 329 Stage 1 - - - - 329 - Stage 2 - - - - 258 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1133 - - - 472 712 Stage 1 - - - - 729 - Stage 2 - - - - 785 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1133 - - - 462 712 Mov Cap-2 Maneuver - - - - 462 - Stage 1 - - - - 729 - Stage 2 - - - - 768 - Approach EB WB SB HCM Control Delay, s 0.7 0 16.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1133 - - - 462 712 HCM Lane V/C Ratio 0.019 - - - 0.33 0.02 HCM Control Delay (s) 8.2 0 - - 16.6 10.2 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.1 - - - 1.4 0.1 4: Cottonwood Road & West Babcock Street Future Without Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 25 10 6 39 6 61 3 294 55 33 202 19 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 11 7 44 7 69 3 330 62 37 227 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 687 649 124 530 659 330 248 0 0 330 0 0 Stage 1 312 312 - 337 337 - - - - - - - Stage 2 375 337 - 193 322 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 347 388 904 446 383 711 1315 - - 1229 - - Stage 1 674 657 - 676 640 - - - - - - - Stage 2 645 640 - 791 650 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 302 375 904 422 371 711 1315 - - 1229 - - Mov Cap-2 Maneuver 302 375 - 422 371 - - - - - - - Stage 1 672 637 - 674 639 - - - - - - - Stage 2 575 639 - 748 630 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16 12.4 0.1 1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1315 - - 302 480 422 657 1229 - - HCM Lane V/C Ratio 0.003 - - 0.093 0.037 0.104 0.115 0.03 - - HCM Control Delay (s) 7.7 - - 18.1 12.8 14.5 11.2 8 - - HCM Lane LOS A - - C BBBA - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.3 0.4 0.1 - - 1: Cottonwood Road & Durston Road Future With Project (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 240.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 392 224 161 203 29 56 28 158 85 79 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 461 264 189 239 34 66 33 186 100 93 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 273 0 0 725 0 0 1278 1247 593 1340 1362 256 Stage 1 - - - - - - 595 595 - 635 635 - Stage 2 - - - - - - 683 652 - 705 727 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1290 - - 878 - - 143 173 506 130 148 783 Stage 1 - - - - - - 491 492 - 467 472 - Stage 2 - - - - - - 439 464 - 427 429 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1290 - - 878 - - ~ 34 129 506 ~ 54 110 783 Mov Cap-2 Maneuver - - - - - - ~ 34 129 - ~ 54 110 - Stage 1 - - - - - - 491 492 - 467 352 - Stage 2 - - - - - - 240 346 - 252 429 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 $ 791.3 $ 887.2 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 111 1290 - - 878 - - 73 HCM Lane V/C Ratio 2.565 0.001 - - 0.216 - - 2.691 HCM Control Delay (s) $ 791.3 7.8 0 - 10.2 0 -$ 887.2 HCM Lane LOS F A A - B A - F HCM 95th %tile Q(veh) 25.8 0 - - 0.8 - - 19.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: Westgate Avenue & Durston Road Future With Project (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 244 2 13 202 3 8 0 48 13 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 298 2 16 246 4 10 0 59 16 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 250 0 0 300 0 0 582 583 299 610 582 248 Stage 1 - - - - - - 301 301 - 280 280 - Stage 2 - - - - - - 281 282 - 330 302 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1316 - - 1261 - - 424 424 741 407 425 791 Stage 1 - - - - - - 708 665 - 727 679 - Stage 2 - - - - - - 726 678 - 683 664 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1316 - - 1261 - - 418 417 741 370 418 791 Mov Cap-2 Maneuver - - - - - - 418 417 - 370 418 - Stage 1 - - - - - - 707 664 - 726 669 - Stage 2 - - - - - - 713 668 - 628 663 - Approach EB WB NB SB HCM Control Delay, s 0 0.5 11 14.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 667 1316 - - 1261 - - 398 HCM Lane V/C Ratio 0.102 0.001 - - 0.013 - - 0.046 HCM Control Delay (s) 11 7.7 0 - 7.9 0 - 14.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0 - - 0.1 3: Laurel Parkway & Durston Road Future With Project (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 20.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 9 293 3 16 186 52 10 0 60 226 0 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 50 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 371 4 20 235 66 13 0 76 286 0 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 301 0 0 375 0 0 719 738 373 705 706 268 Stage 1 - - - - - - 396 396 - 309 309 - Stage 2 - - - - - - 323 342 - 396 397 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1260 - - 1183 - - 344 346 673 351 361 771 Stage 1 - - - - - - 629 604 - 701 660 - Stage 2 - - - - - - 689 638 - 629 603 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1260 - - 1183 - - 323 335 673 304 350 771 Mov Cap-2 Maneuver - - - - - - 323 335 - 304 350 - Stage 1 - - - - - - 622 597 - 693 647 - Stage 2 - - - - - - 650 625 - 552 596 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.5 11.8 69.5 HCM LOS B F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 323 673 1260 - - 1183 - - 304 771 HCM Lane V/C Ratio 0.039 0.113 0.009 - - 0.017 - - 0.941 0.038 HCM Control Delay (s) 16.6 11 7.9 0 - 8.1 0 - 75.6 9.9 HCM Lane LOS C B A A - A A - F A HCM 95th %tile Q(veh) 0.1 0.4 0 - - 0.1 - - 9.3 0.1 4: Cottonwood Road & West Babcock Street Future With Project (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 19 11 3 56 10 26 3 244 20 69 371 27 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 12 3 61 11 28 3 265 22 75 403 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 859 840 216 630 855 265 433 0 0 265 0 0 Stage 1 568 568 - 272 272 - - - - - - - Stage 2 291 272 - 358 583 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 263 301 789 380 295 773 1123 - - 1299 - - Stage 1 476 505 - 733 684 - - - - - - - Stage 2 716 684 - 633 498 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 235 283 789 349 277 773 1123 - - 1299 - - Mov Cap-2 Maneuver 235 283 - 349 277 - - - - - - - Stage 1 475 476 - 731 682 - - - - - - - Stage 2 677 682 - 579 469 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.6 15.5 0.1 1.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1123 - - 235 328 349 516 1299 - - HCM Lane V/C Ratio 0.003 - - 0.088 0.046 0.174 0.076 0.058 - - HCM Control Delay (s) 8.2 - - 21.8 16.5 17.5 12.5 7.9 - - HCM Lane LOS A - - C C C B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.6 0.2 0.2 - - 5: Durston Road Future With Project (Pipeline) - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 581 1 3 253 3 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 709 1 4 309 4 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 710 0 1025 709 Stage 1 - - - - 709 - Stage 2 - - - - 316 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 889 - 260 434 Stage 1 - - - - 488 - Stage 2 - - - - 739 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 889 - 259 434 Mov Cap-2 Maneuver - - - - 259 - Stage 1 - - - - 488 - Stage 2 - - - - 735 - Approach EB WB NB HCM Control Delay, s 0 0.1 14.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 379 - - 889 - HCM Lane V/C Ratio 0.045 - - 0.004 - HCM Control Delay (s) 14.9 - - 9.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 1: Cottonwood Road & Durston Road Future With Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 365.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 277 123 129 438 98 144 91 164 54 51 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 318 141 148 503 113 166 105 189 62 59 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 460 0 0 1280 1307 389 1396 1320 560 Stage 1 - - - - - - 394 394 - 856 856 - Stage 2 - - - - - - 886 913 - 540 464 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 964 - - 1101 - - ~ 143 160 659 119 157 528 Stage 1 - - - - - - 631 605 - 352 374 - Stage 2 - - - - - - 339 352 - 526 564 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 964 - - 1101 - - ~ 76 126 659 ~ 22 124 528 Mov Cap-2 Maneuver - - - - - - ~ 76 126 - ~ 22 124 - Stage 1 - - - - - - 629 603 - 351 296 - Stage 2 - - - - - - 215 279 - 309 562 - Approach EB WB NB SB HCM Control Delay, s 0 1.7 $ 1101.6 $ 1258.8 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 139 964 - - 1101 - - 37 HCM Lane V/C Ratio 3.299 0.002 - - 0.135 - - 3.293 HCM Control Delay (s) $ 1101.6 8.7 0 - 8.8 0 -$ 1258.8 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 43.9 0 - - 0.5 - - 13.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: Westgate Avenue & Durston Road Future With Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 225 9 49 223 13 5 0 27 9 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 250 10 54 248 14 6 0 30 10 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 262 0 0 260 0 0 627 633 255 641 631 255 Stage 1 - - - - - - 262 262 - 364 364 - Stage 2 - - - - - - 365 371 - 277 267 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1302 - - 1304 - - 396 397 784 388 398 784 Stage 1 - - - - - - 743 691 - 655 624 - Stage 2 - - - - - - 654 620 - 729 688 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1302 - - 1304 - - 379 376 784 358 377 784 Mov Cap-2 Maneuver - - - - - - 379 376 - 358 377 - Stage 1 - - - - - - 741 689 - 653 593 - Stage 2 - - - - - - 620 590 - 699 686 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.4 10.7 14.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 672 1302 - - 1304 - - 397 HCM Lane V/C Ratio 0.053 0.003 - - 0.042 - - 0.031 HCM Control Delay (s) 10.7 7.8 0 - 7.9 0 - 14.4 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1 3: Laurel Parkway & Durston Road Future With Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 7.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 230 10 61 266 180 5 0 34 142 0 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 50 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 256 11 68 296 200 6 0 38 158 0 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 496 0 0 267 0 0 844 937 261 837 842 396 Stage 1 - - - - - - 306 306 - 531 531 - Stage 2 - - - - - - 538 631 - 306 311 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1068 - - 1297 - - 283 265 778 286 301 653 Stage 1 - - - - - - 704 662 - 532 526 - Stage 2 - - - - - - 527 474 - 704 658 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1068 - - 1297 - - 256 239 778 252 272 653 Mov Cap-2 Maneuver - - - - - - 256 239 - 252 272 - Stage 1 - - - - - - 687 646 - 519 487 - Stage 2 - - - - - - 477 438 - 654 642 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 11.1 38 HCM LOS B E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 256 778 1068 - - 1297 - - 252 653 HCM Lane V/C Ratio 0.022 0.049 0.021 - - 0.052 - - 0.626 0.022 HCM Control Delay (s) 19.4 9.9 8.4 0 - 7.9 0 - 40.5 10.6 HCM Lane LOS C A A A - A A - E B HCM 95th %tile Q(veh) 0.1 0.2 0.1 - - 0.2 - - 3.8 0.1 4: Cottonwood Road & West Babcock Street Future With Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 25 10 6 39 6 68 3 337 55 37 225 19 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 170 - - 70 - - 245 - 0 214 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 11 7 44 7 76 3 379 62 42 253 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 774 732 137 600 742 379 274 0 0 379 0 0 Stage 1 347 347 - 385 385 - - - - - - - Stage 2 427 385 - 215 357 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 302 348 887 399 343 667 1286 - - 1179 - - Stage 1 643 634 - 637 610 - - - - - - - Stage 2 605 610 - 768 628 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 256 335 887 375 330 667 1286 - - 1179 - - Mov Cap-2 Maneuver 256 335 - 375 330 - - - - - - - Stage 1 642 611 - 636 609 - - - - - - - Stage 2 529 609 - 721 606 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18 13.2 0.1 1.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1286 - - 256 437 375 616 1179 - - HCM Lane V/C Ratio 0.003 - - 0.11 0.041 0.117 0.135 0.035 - - HCM Control Delay (s) 7.8 - - 20.8 13.6 15.9 11.8 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.1 0.4 0.5 0.1 - - 5: Durston Road Future With Project (Pipeline) - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 549 3 11 506 2 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 610 3 12 562 2 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 613 0 1199 612 Stage 1 - - - - 612 - Stage 2 - - - - 587 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 966 - 205 493 Stage 1 - - - - 541 - Stage 2 - - - - 556 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 966 - 201 493 Mov Cap-2 Maneuver - - - - 201 - Stage 1 - - - - 541 - Stage 2 - - - - 546 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 362 - - 966 - HCM Lane V/C Ratio 0.025 - - 0.013 - HCM Control Delay (s) 15.2 - - 8.8 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 1: Cottonwood Road & Durston Road Future With Project (Growth) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Intersection Delay, s/veh 22.3 Intersection LOS C Approach EB WB NB SB Entry Lanes 2211 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 780 502 279 50 Demand Flow Rate, veh/h 796 512 284 51 Vehicles Circulating, veh/h 275 70 531 565 Vehicles Exiting, veh/h 341 745 540 16 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 37.7 5.9 11.7 6.7 Approach LOS EABA Lane Left Right Left Right Left Left Designated Moves L TR L TR LTR LTR Assumed Moves L TR L TR LTR LTR RT Channelized Lane Util 0.001 0.999 0.449 0.551 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 1 795 230 282 284 51 Cap Entry Lane, veh/h 858 858 1054 1054 664 642 Entry HV Adj Factor 1.000 0.980 0.978 0.981 0.982 0.973 Flow Entry, veh/h 1 779 225 277 279 50 Cap Entry, veh/h 858 841 1031 1034 652 625 V/C Ratio 0.001 0.926 0.218 0.268 0.427 0.079 Control Delay, s/veh 4.2 37.7 5.6 6.1 11.7 6.7 LOS AEAAB A 95th %tile Queue, veh 0 14 1 1 2 0 2: Westgate Avenue & Durston Road Future With Project (Growth) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 1 290 2 13 226 4 8 0 48 16 0 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 1 354 2 16 276 5 10 0 59 20 0 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 280 356 668 670 355 724 668 278 vC1, stage 1 conf vol 357 357 310 310 vC2, stage 2 conf vol 311 312 415 359 vCu, unblocked vol 280 356 668 670 355 724 668 278 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 99 98 100 92 96 100 100 cM capacity (veh/h) 1282 1203 556 536 689 489 531 761 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 1 356 16 280 68 23 Volume Left 1 0 16 0 10 20 Volume Right 0205594 cSH 1282 1700 1203 1700 666 518 Volume to Capacity 0.00 0.21 0.01 0.16 0.10 0.04 Queue Length 95th (ft)001094 Control Delay (s) 7.8 0.0 8.0 0.0 11.0 12.3 Lane LOS A A B B Approach Delay (s) 0.0 0.4 11.0 12.3 Approach LOS B B Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 26.5% ICU Level of Service A Analysis Period (min) 15 3: Laurel Parkway & Durston Road Future With Project (Growth) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 8 343 3 16 213 54 10 0 60 247 0 20 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Hourly flow rate (vph) 10 434 4 20 270 68 13 0 76 313 0 25 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh)2 Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 338 438 826 835 436 839 803 304 vC1, stage 1 conf vol 456 456 344 344 vC2, stage 2 conf vol 370 378 494 458 vCu, unblocked vol 338 438 826 835 436 839 803 304 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 97 100 88 26 100 97 cM capacity (veh/h) 1221 1122 475 472 620 420 475 736 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 448 358 89 313 25 Volume Left 10 20 13 313 0 Volume Right 4 68 76 0 25 cSH 1221 1122 724 420 736 Volume to Capacity 0.01 0.02 0.12 0.74 0.03 Queue Length 95th (ft) 1 1 10 151 3 Control Delay (s) 0.3 0.6 11.8 34.6 10.1 Lane LOS A A B D B Approach Delay (s) 0.3 0.6 11.8 32.8 Approach LOS B D Intersection Summary Average Delay 10.1 Intersection Capacity Utilization 49.7% ICU Level of Service A Analysis Period (min) 15 5: Durston Road Future With Project (Growth) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 652 1 3 282 3 11 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 724 1 4 344 4 13 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 726 1076 725 vC1, stage 1 conf vol 725 vC2, stage 2 conf vol 351 vCu, unblocked vol 726 1076 725 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 5.4 tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 97 cM capacity (veh/h) 877 434 425 Direction, Lane # EB 1 WB 1 WB 2 NB 1 Volume Total 726 4 344 17 Volume Left 0404 Volume Right 1 0 0 13 cSH 1700 877 1700 427 Volume to Capacity 0.43 0.00 0.20 0.04 Queue Length 95th (ft)0003 Control Delay (s) 0.0 9.1 0.0 13.8 Lane LOS A B Approach Delay (s) 0.0 0.1 13.8 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 1: Cottonwood Road & Durston Road Future With Project (Growth) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Intersection Delay, s/veh 11.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 2211 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 496 733 408 27 Demand Flow Rate, veh/h 506 748 415 27 Vehicles Circulating, veh/h 192 194 373 884 Vehicles Exiting, veh/h 719 594 325 58 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 11.1 11.7 12.6 8.5 Approach LOS BBBA Lane Left Right Left Right Left Left Designated Moves L TR L TR LTR LTR Assumed Moves L TR L TR LTR LTR RT Channelized Lane Util 0.006 0.994 0.222 0.778 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 3 503 166 582 415 27 Cap Entry Lane, veh/h 933 933 931 931 778 467 Entry HV Adj Factor 1.000 0.980 0.982 0.980 0.982 0.993 Flow Entry, veh/h 3 493 163 570 408 27 Cap Entry, veh/h 933 914 914 912 764 464 V/C Ratio 0.003 0.539 0.178 0.625 0.533 0.058 Control Delay, s/veh 3.9 11.1 5.7 13.4 12.6 8.5 LOS ABABB A 95th %tile Queue, veh 0 3 1 5 3 0 2: Westgate Avenue & Durston Road Future With Project (Growth) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 4 253 9 49 258 16 5 0 27 11 0 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 275 10 53 280 17 5 0 29 12 0 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 298 285 679 693 280 709 689 289 vC1, stage 1 conf vol 289 289 396 396 vC2, stage 2 conf vol 390 404 313 293 vCu, unblocked vol 298 285 679 693 280 709 689 289 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 96 99 100 96 98 100 100 cM capacity (veh/h) 1263 1277 534 510 759 502 502 750 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 4 285 53 298 35 15 Volume Left 4 0 53 0 5 12 Volume Right 0 10 0 17 29 3 cSH 1263 1700 1277 1700 712 540 Volume to Capacity 0.00 0.17 0.04 0.18 0.05 0.03 Queue Length 95th (ft)003042 Control Delay (s) 7.9 0.0 7.9 0.0 10.3 11.9 Lane LOS A A B B Approach Delay (s) 0.1 1.2 10.3 11.9 Approach LOS B B Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 31.2% ICU Level of Service A Analysis Period (min) 15 3: Laurel Parkway & Durston Road Future With Project (Growth) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 17 263 10 61 307 187 5 0 34 155 0 11 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 18 283 11 66 330 201 5 0 37 167 0 12 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh)2 Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 531 294 898 987 288 905 892 431 vC1, stage 1 conf vol 325 325 562 562 vC2, stage 2 conf vol 574 662 343 330 vCu, unblocked vol 531 294 898 987 288 905 892 431 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 95 99 100 95 60 100 98 cM capacity (veh/h) 1036 1268 412 384 751 412 422 625 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 312 597 42 167 12 Volume Left 18 66 5 167 0 Volume Right 11 201 37 0 12 cSH 1036 1268 861 412 625 Volume to Capacity 0.02 0.05 0.05 0.40 0.02 Queue Length 95th (ft) 1 4 4 48 1 Control Delay (s) 0.7 1.4 10.5 19.5 10.9 Lane LOS A A B C B Approach Delay (s) 0.7 1.4 10.5 19.0 Approach LOS B C Intersection Summary Average Delay 4.3 Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 5: Durston Road Future With Project (Growth) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 627 3 11 554 2 6 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 682 3 12 602 2 7 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 685 1309 683 vC1, stage 1 conf vol 683 vC2, stage 2 conf vol 626 vCu, unblocked vol 685 1309 683 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 5.4 tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 99 cM capacity (veh/h) 909 390 449 Direction, Lane # EB 1 WB 1 WB 2 NB 1 Volume Total 685 12 602 9 Volume Left 0 12 0 2 Volume Right 3007 cSH 1700 909 1700 433 Volume to Capacity 0.40 0.01 0.35 0.02 Queue Length 95th (ft)0102 Control Delay (s) 0.0 9.0 0.0 13.5 Lane LOS A B Approach Delay (s) 0.0 0.2 13.5 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 1: Cottonwood Road & Durston Road Future With Project (Pipeline) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Intersection Delay, s/veh 25.8 Intersection LOS D Approach EB WB NB SB Entry Lanes 2211 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 726 462 285 197 Demand Flow Rate, veh/h 740 472 291 201 Vehicles Circulating, veh/h 390 102 573 504 Vehicles Exiting, veh/h 315 762 557 70 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 48.2 5.9 12.8 9.1 Approach LOS EABA Lane Left Right Left Right Left Left Designated Moves L TR L TR LTR LTR Assumed Moves L TR L TR LTR LTR RT Channelized Lane Util 0.001 0.999 0.409 0.591 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 1 739 193 279 291 201 Cap Entry Lane, veh/h 765 765 1020 1020 637 683 Entry HV Adj Factor 1.000 0.981 0.979 0.979 0.981 0.981 Flow Entry, veh/h 1 725 189 273 285 197 Cap Entry, veh/h 765 750 999 999 625 669 V/C Ratio 0.001 0.966 0.189 0.273 0.457 0.294 Control Delay, s/veh 4.7 48.3 5.4 6.3 12.8 9.1 LOS AEAAB A 95th %tile Queue, veh 0 15 1 1 2 1 2: Westgate Avenue & Durston Road Future With Project (Pipeline) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 1 244 2 13 202 3 8 0 48 13 0 2 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 1 298 2 16 246 4 10 0 59 16 0 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 250 300 582 583 299 638 582 248 vC1, stage 1 conf vol 301 301 280 280 vC2, stage 2 conf vol 280 282 359 302 vCu, unblocked vol 250 300 582 583 299 638 582 248 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 99 98 100 92 97 100 100 cM capacity (veh/h) 1316 1261 599 570 741 530 565 791 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 1 300 16 250 68 18 Volume Left 1 0 16 0 10 16 Volume Right 0204592 cSH 1316 1700 1261 1700 716 554 Volume to Capacity 0.00 0.18 0.01 0.15 0.10 0.03 Queue Length 95th (ft)001083 Control Delay (s) 7.7 0.0 7.9 0.0 10.6 11.7 Lane LOS A A B B Approach Delay (s) 0.0 0.5 10.6 11.7 Approach LOS B B Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 23.2% ICU Level of Service A Analysis Period (min) 15 3: Laurel Parkway & Durston Road Future With Project (Pipeline) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 9 293 3 16 186 52 10 0 60 226 0 23 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Hourly flow rate (vph) 11 371 4 20 235 66 13 0 76 286 0 29 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh)2 Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 301 375 734 737 373 742 706 268 vC1, stage 1 conf vol 396 396 309 309 vC2, stage 2 conf vol 338 342 434 397 vCu, unblocked vol 301 375 734 737 373 742 706 268 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 98 100 89 38 100 96 cM capacity (veh/h) 1260 1184 511 505 673 461 509 770 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 386 322 89 286 29 Volume Left 11 20 13 286 0 Volume Right 4 66 76 0 29 cSH 1260 1184 785 461 770 Volume to Capacity 0.01 0.02 0.11 0.62 0.04 Queue Length 95th (ft) 1 1 9 103 3 Control Delay (s) 0.3 0.7 11.2 24.7 9.9 Lane LOS A A B C A Approach Delay (s) 0.3 0.7 11.2 23.4 Approach LOS B C Intersection Summary Average Delay 7.8 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 5: Durston Road Future With Project (Pipeline) - Mitigated - AM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 581 1 3 253 3 11 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 646 1 4 309 4 13 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 647 962 646 vC1, stage 1 conf vol 646 vC2, stage 2 conf vol 316 vCu, unblocked vol 647 962 646 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 5.4 tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 97 cM capacity (veh/h) 939 473 472 Direction, Lane # EB 1 WB 1 WB 2 NB 1 Volume Total 647 4 309 17 Volume Left 0404 Volume Right 1 0 0 13 cSH 1700 939 1700 472 Volume to Capacity 0.38 0.00 0.18 0.04 Queue Length 95th (ft)0003 Control Delay (s) 0.0 8.9 0.0 12.9 Lane LOS A B Approach Delay (s) 0.0 0.1 12.9 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 40.6% ICU Level of Service A Analysis Period (min) 15 1: Cottonwood Road & Durston Road Future With Project (Pipeline) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Intersection Intersection Delay, s/veh 14.6 Intersection LOS B Approach EB WB NB SB Entry Lanes 2211 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 461 764 460 122 Demand Flow Rate, veh/h 470 779 469 124 Vehicles Circulating, veh/h 274 278 389 833 Vehicles Exiting, veh/h 683 580 355 224 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 12.0 16.3 15.1 11.2 Approach LOS B C C B Lane Left Right Left Right Left Left Designated Moves L TR L TR LTR LTR Assumed Moves L TR L TR LTR LTR RT Channelized Lane Util 0.004 0.996 0.194 0.806 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 5.193 5.193 Entry Flow, veh/h 2 468 151 628 469 124 Cap Entry Lane, veh/h 859 859 856 856 766 491 Entry HV Adj Factor 1.000 0.980 0.980 0.981 0.981 0.982 Flow Entry, veh/h 2 459 148 616 460 122 Cap Entry, veh/h 859 842 839 839 751 483 V/C Ratio 0.002 0.545 0.176 0.734 0.612 0.252 Control Delay, s/veh 4.2 12.0 6.1 18.8 15.1 11.2 LOS A B A C C B 95th %tile Queue, veh 0 3 1 7 4 1 2: Westgate Avenue & Durston Road Future With Project (Pipeline) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 3 225 9 49 223 13 5 0 27 9 0 2 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 3 245 10 53 242 14 5 0 29 10 0 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 257 254 607 619 249 636 617 249 vC1, stage 1 conf vol 256 256 356 356 vC2, stage 2 conf vol 351 363 280 261 vCu, unblocked vol 257 254 607 619 249 636 617 249 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 96 99 100 96 98 100 100 cM capacity (veh/h) 1308 1311 568 538 789 534 529 789 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Total 3 254 53 257 35 12 Volume Left 3 0 53 0 5 10 Volume Right 0 10 0 14 29 2 cSH 1308 1700 1311 1700 744 568 Volume to Capacity 0.00 0.15 0.04 0.15 0.05 0.02 Queue Length 95th (ft)003042 Control Delay (s) 7.8 0.0 7.9 0.0 10.1 11.5 Lane LOS A A B B Approach Delay (s) 0.1 1.4 10.1 11.5 Approach LOS B B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 29.2% ICU Level of Service A Analysis Period (min) 15 3: Laurel Parkway & Durston Road Future With Project (Pipeline) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 20 230 10 61 266 180 5 0 34 142 0 13 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 22 247 11 66 286 194 5 0 37 153 0 14 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh)2 Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 480 258 824 906 253 828 815 383 vC1, stage 1 conf vol 296 296 514 514 vC2, stage 2 conf vol 528 611 314 301 vCu, unblocked vol 480 258 824 906 253 828 815 383 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 95 99 100 95 65 100 98 cM capacity (veh/h) 1083 1307 437 406 786 440 446 665 Direction, Lane # EB 1 WB 1 NB 1 SB 1 SB 2 Volume Total 280 545 42 153 14 Volume Left 22 66 5 153 0 Volume Right 11 194 37 0 14 cSH 1083 1307 902 440 665 Volume to Capacity 0.02 0.05 0.05 0.35 0.02 Queue Length 95th (ft) 2 4 4 38 2 Control Delay (s) 0.8 1.4 10.3 17.5 10.5 Lane LOS A A B C B Approach Delay (s) 0.8 1.4 10.3 16.9 Approach LOS B C Intersection Summary Average Delay 4.1 Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15 5: Durston Road Future With Project (Pipeline) - Mitigated - PM Peak Hour The Lakes at Valley West Synchro 8 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 549 3 11 506 2 6 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 597 3 12 550 2 7 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 600 1172 598 vC1, stage 1 conf vol 598 vC2, stage 2 conf vol 574 vCu, unblocked vol 600 1172 598 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 5.4 tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 99 cM capacity (veh/h) 977 428 502 Direction, Lane # EB 1 WB 1 WB 2 NB 1 Volume Total 600 12 550 9 Volume Left 0 12 0 2 Volume Right 3007 cSH 1700 977 1700 481 Volume to Capacity 0.35 0.01 0.32 0.02 Queue Length 95th (ft)0101 Control Delay (s) 0.0 8.7 0.0 12.6 Lane LOS A B Approach Delay (s) 0.0 0.2 12.6 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15