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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 />04/26/2018 <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 1562 1582 <br />11 <br />Future Vol, veh/h 5 <br />21 <br />9 1562 1582 <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 1578 1598 <br />11 - <br />Major/Minor Minot <br />Majorl Major2 <br />- <br />Conflicting Flow All 2405 <br />799 <br />1609 0 - <br />0 <br />Stage 1 1598 <br />- <br />- - <br />- - <br />Stage 2 807 <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 28 <br />328 <br />402 <br />Stage 1 151 <br />- <br />- <br />Stage 2 399 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 27 <br />328 <br />402 <br />Mov Cap-2 Maneuver 132 <br />- <br />- <br />Stage 1 148 <br />- <br />Stage 2 399 <br />- <br />- - - <br />- <br />Approach EB <br />NB SB <br />- <br />HCM Control Delay, s 20.7 <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 />402 <br />- 255 - <br />- <br />HCM Lane V/C Ratio <br />0,023 <br />0,103 <br />HCM Control Delay (s) <br />14.2 <br />20.7 <br />- <br />HCM Lane LOS <br />B <br />- C - <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.3 <br />i <br />5:00 pm 01/23/2018 2021 NP - 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 />04/26/2018 <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 1526 1484 <br />8 <br />- <br />Future Vol, veh/h 2 <br />9 <br />12 1526 1484 <br />8 <br />Conflicting Peds, #/hr 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 0 <br />25 - <br />110 <br />Veh in Median Storage, # 1 <br />- 0 0 <br />- <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 1557 1514 <br />8 <br />- <br />Major/Minor Minot <br />Majorl Major2 <br />Conflicting Flow All 2317 <br />757 <br />1522 0 - <br />0 <br />Stage 1 1514 <br />- <br />- - <br />- <br />- <br />Stage 2 803 <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 32 <br />350 <br />434 <br />Stage 1 168 <br />- <br />- <br />Stage 2 401 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 31 <br />350 <br />434 <br />Mov Cap-2 Maneuver 116 <br />- <br />- <br />Stage 1 163 <br />- <br />Stage 2 401 <br />Approach EB <br />NB SB <br />- <br />HCM Control Delay, s 19.7 <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 />434 <br />256 <br />HCM Lane V/C Ratio <br />0,028 <br />0.044 <br />HCM Control Delay (s) <br />13.5 <br />19.7 <br />- <br />HCM Lane LOS <br />B <br />- C - <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.1 <br />- <br />5:00 pm 01/23/2018 2021 NP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 2 <br />