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Hillsborough Industrial Site 2023 Build PM <br />170: Warehouse C Dvwy & Service Road Timing Plan: PM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 7 <br />Intersection <br />Int Delay, s/veh 2.1 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Vol, veh/h 129 4 14 48 4 38 <br />Future Vol, veh/h 129 4 14 48 4 38 <br />Conflicting Peds, #/hr 0 00000 <br />Sign Control Free Free Free Free Stop Stop <br />RT Channelized - None - None - None <br />Storage Length - - - - 0 - <br />Veh in Median Storage, # 0 - - 0 0 - <br />Grade, % 0 - - 0 0 - <br />Peak Hour Factor 90 90 90 90 90 90 <br />Heavy Vehicles, % 2 22222 <br />Mvmt Flow 143 4 16 53 4 42 <br /> <br />Major/Minor Major1 Major2 Minor1 <br />Conflicting Flow All 0 0 147 0 230 145 <br /> Stage 1 - - - - 145 - <br /> Stage 2 - - - - 85 - <br />Critical Hdwy - - 4.12 - 6.42 6.22 <br />Critical Hdwy Stg 1 - - - - 5.42 - <br />Critical Hdwy Stg 2 - - - - 5.42 - <br />Follow-up Hdwy - - 2.218 - 3.518 3.318 <br />Pot Cap-1 Maneuver - - 1435 - 758 902 <br /> Stage 1 - - - - 882 - <br /> Stage 2 - - - - 938 - <br />Platoon blocked, % - -- <br />Mov Cap-1 Maneuver - - 1435 - 750 902 <br />Mov Cap-2 Maneuver - - - - 750 - <br /> Stage 1 - - - - 882 - <br /> Stage 2 - - - - 928 - <br /> <br />Approach EB WB NB <br />HCM Control Delay, s 0 1.7 9.3 <br />HCM LOS A <br /> <br />Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br />Capacity (veh/h)885 - - 1435 - <br />HCM Lane V/C Ratio 0.053 - - 0.011 - <br />HCM Control Delay (s) 9.3 - - 7.5 0 <br />HCM Lane LOS A - - A A <br />HCM 95th %tile Q(veh) 0.2 - - 0 - <br />276