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HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2: N Fairview Street <br />& W <br />16th Street <br />01126/2018 <br />Inte section <br />Int Delay, s/veh <br />0.4 <br />Movement <br />W <br />EBR <br />NBU NBL NBT <br />SBT <br />SBR <br />Lane Configurations <br />M <br />) ttt <br />W. <br />Traffic Vol, veh/h <br />5 <br />21 <br />12 9 2081 <br />1968 <br />11 <br />Future Vol, veh/h <br />5 <br />21 <br />12 9 2081 <br />1968 <br />11 <br />Conflicting Peds, #/hr <br />0 <br />0 <br />0 0 0 <br />0 <br />0 <br />Sign Control <br />Stop <br />Stop <br />Free Free Free <br />Free <br />Free <br />RT Channelized <br />- <br />None <br />- None <br />None <br />Storage Length <br />0 <br />50 - <br />Veh in Median Storage, <br /># 2 <br />- 0 <br />0 <br />Grade, % <br />0 <br />- <br />- - 0 <br />0 <br />- <br />Peak Hour Factor <br />99 <br />99 <br />92 99 99 <br />99 <br />99 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 2 <br />2 <br />2 <br />Mvmt Flow <br />5 <br />21 <br />13 9 2102 <br />1988 <br />11 <br />- <br />Major/Minor Minot <br />Majorl <br />Major2 <br />- <br />Conflicting Flow All <br />2879 <br />1000 <br />1459 1999 0 <br />- <br />0 <br />Stage 1 <br />1994 <br />- <br />- - - <br />- <br />Stage 2 <br />885 <br />- <br />- <br />Critical Hdwy <br />5.74 <br />7.14 <br />5.64 5.34 <br />Critical Hdwy Stg 1 <br />6.64 <br />- <br />- - <br />Critical Hdwy Stg 2 <br />6.04 <br />- <br />- - <br />Follow-up Hdwy <br />3.82 <br />3.92 <br />2.32 3.12 - <br />- <br />- <br />Pot Cap-1 Maneuver <br />31 <br />207 <br />243 125 <br />Stage 1 <br />57 <br />- <br />- - <br />Stage 2 <br />329 <br />- <br />- - <br />Platoon blocked, % <br />- <br />- <br />- <br />Mov Cap-1 Maneuver <br />27 <br />207 <br />167 167 <br />_ <br />Mov Cap-2 Maneuver <br />46 <br />- <br />- - <br />Stage 1 <br />49 <br />Stage 2 <br />329 <br />- <br />- - - <br />- <br />- <br />Approach <br />EB <br />NB <br />SB <br />- <br />HCM Control Delay, s <br />41.7 <br />0.3 <br />0 <br />- <br />HCM LOS <br />E <br />Minor Lane/Major Mvmt <br />NBL <br />NBTEBLni SBT <br />SBR <br />Capacity (veh/h) <br />167 <br />124 <br />- <br />HCM Lane V/C Ratio <br />0,133 <br />0,212 <br />HCM Control Delay (s) <br />29.8 <br />41.7 <br />- <br />HCM Lane LOS <br />D <br />- E - <br />- <br />HCM 95th %tile Q(veh) <br />0.4 <br />0.8 <br />i <br />5:00 pm 01/23/2018 2040 WP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Pagel <br />HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />3: N Fairview Street & W <br />12th Street <br />01126/2018 <br />Intersection <br />Int Delay, s/veh 0.1 <br />Movement EBL <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations <br />r <br />ttt W. <br />Traffic Vol, veh/h 0 <br />11 <br />0 2059 1870 <br />20 <br />- <br />Future Vol, veh/h 0 <br />11 <br />0 2059 1870 <br />20 <br />Conflicting Peds, Whir 0 <br />0 <br />0 0 0 <br />0 <br />- <br />Sign Control Stop <br />Stop <br />Free Free Free <br />Free <br />RT Channelized <br />None <br />None <br />None <br />- <br />Storage Length <br />0 <br />- <br />Veh in Median Storage, # 1 <br />- <br />0 0 <br />- <br />Grade, % 0 <br />- <br />- 0 0 <br />- <br />Peak Hour Factor 98 <br />98 <br />98 98 98 <br />98 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 2 <br />2 <br />Mvmt Flow 0 <br />11 <br />0 2101 1908 <br />20 <br />- <br />Major/Minor Minot <br />Majorl Major2 <br />- <br />Conflicting Flow All - <br />964 <br />- 0 - <br />0 <br />Stage 1 <br />- <br />- <br />- <br />- <br />Stage 2 <br />- <br />Critical Hdwy - <br />7.14 <br />- - - <br />- <br />- <br />Critical Hdwy Stg 1 <br />- <br />Critical Hdwy Stg 2 <br />- <br />Follow-up Hdwy - <br />3.92 <br />- - - <br />- <br />Pot Cap-1 Maneuver 0 <br />219 <br />0 <br />Stage 1 0 <br />- <br />0 <br />Stage 2 0 <br />- <br />0 <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver - <br />219 <br />- <br />Mov Cap-2 Maneuver <br />Stage 1 <br />Stage 2 <br />Approach EB <br />NB SB <br />- <br />HCM Control Delay, s 22.3 <br />0 0 <br />- <br />HCM LOS C <br />Minor Lane/Major Mvmt <br />NBTEBLni SBT SBR <br />Capacity (veh/h) <br />219 <br />HCM Lane V/C Ratio <br />0,051 <br />HCM Control Delay (s) <br />22.3 <br />HCM Lane LOS <br />C <br />HCM 95th %tile Q(veh) <br />0.2 <br />5:00 pm 01/23/2018 2040 WP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 2 <br />