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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 />01/24/2018 <br />Intersection <br />Int Delay, s/veh 0.2 <br />Movement <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations <br />) t+ t+ <br />r <br />Traffic Vol, veh/h 5 <br />21 <br />9 1512 1537 <br />11 <br />Future Vol, veh/h 5 <br />21 <br />9 1512 1537 <br />11 <br />Conflicting Peds, #/hr 0 <br />0 <br />0 0 0 <br />0 <br />Sign Control Stop <br />Stop <br />Free Free Free <br />Free <br />RT Channelized - <br />None <br />- None <br />None <br />Storage Length 0 <br />50 - <br />65 <br />Veh in Median Storage, # 2 <br />- 0 0 <br />- <br />Grade, % 0 <br />- <br />- 0 0 <br />- <br />Peak Hour Factor 99 <br />99 <br />99 99 99 <br />99 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 2 <br />2 <br />Mvmt Flow 5 <br />21 <br />9 1527 1553 <br />11 <br />- <br />Major/Minor Minot <br />Majorl Major2 <br />- <br />Conflicting Flow All 2335 <br />777 <br />1564 0 - <br />0 <br />Stage 1 1553 <br />- <br />- - <br />- <br />- <br />Stage 2 782 <br />- <br />- <br />Critical Hdwy 6.84 <br />6.94 <br />4.14 - - <br />- <br />- <br />Critical Hdwy Stg 1 5.84 <br />- <br />- <br />Critical Hdwy Stg 2 5.84 <br />- <br />- <br />Follow-up Hdwy 3.52 <br />3.32 <br />2.22 - - <br />- <br />Pot Cap-1 Maneuver 31 <br />340 <br />418 <br />i <br />Stage 1 160 <br />- <br />- <br />Stage 2 411 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 30 <br />340 <br />418 <br />Mov Cap-2 Maneuver 139 <br />- <br />- <br />Stage 1 156 <br />Stage 2 411 <br />Approach EB <br />NB SB <br />HCM Control Delay, s 20 <br />0.1 0 <br />- <br />HCM LOS C <br />Minor Lane/Major Mvmt <br />NBL <br />NBTEBLni SBT <br />SBR <br />Capacity (veh/h) <br />418 <br />- 266 - <br />- <br />HCM Lane V/C Ratio <br />0,022 <br />0.099 <br />HCM Control Delay (s) <br />13.8 <br />20 <br />- <br />HCM Lane LOS <br />B <br />- C - <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.3 <br />5:00 pm 01/23/2018 Existing - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 1 <br />HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />3: N Fairview Street <br />& W 12th Street <br />01/24/2018 <br />Intersection <br />Int Delay, s/veh 0.1 <br />Movement EBL <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations Y <br />) t+ t+ <br />pr <br />Traffic Vol, veh/h 2 <br />9 <br />12 1476 1439 <br />8 <br />Future Vol, veh/h 2 <br />9 <br />12 1476 1439 <br />8 <br />Conflicting Peds, #/hr 0 <br />0 <br />0 0 0 <br />0 <br />Sign Control Stop <br />Stop <br />Free Free Free <br />Free <br />RT Channelized - <br />None <br />- None <br />None <br />Storage Length 0 <br />25 - <br />110 <br />Veh in Median Storage, # 1 <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 2 <br />9 <br />12 1506 1468 <br />8 <br />Major/Minor Minot <br />Majorl Major2 <br />Conflicting Flow All 2245 <br />734 <br />1476 0 - <br />0 <br />Stage 1 1468 <br />- <br />- - <br />- <br />Stage 2 777 <br />- <br />- - - <br />- <br />Critical Hdwy 6.84 <br />6.94 <br />4.14 - - <br />- <br />Critical Hdwy Stg 1 5.84 <br />- <br />- <br />Critical Hdwy Stg 2 5.84 <br />- <br />- <br />Follow-up Hdwy 3.52 <br />3.32 <br />2.22 - - <br />- <br />Pot Cap-1 Maneuver 35 <br />363 <br />452 <br />i <br />Stage 1 178 <br />- <br />- <br />Stage 2 414 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 34 <br />363 <br />452 <br />Mov Cap-2 Maneuver 123 <br />- <br />- <br />Stage 1 173 <br />Stage 2 414 <br />- <br />- - - <br />- <br />Approach EB <br />NB SIB <br />HCM Control Delay, s 19 <br />0.1 0 <br />- <br />HCM LOS C <br />Minor Lane/Major Mvmt <br />NBL <br />NBTEBLni SBT <br />SBR <br />Capacity (veh/h) <br />452 <br />- 268 - <br />- <br />HCM Lane V/C Ratio <br />0,027 <br />0,042 <br />HCM Control Delay (s) <br />13.2 <br />19 <br />- <br />HCM Lane LOS <br />B <br />- C - <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.1 <br />5:00 pm 01/23/2018 Existing - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 2 <br />