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Hillsborough Industrial Site 2023 Build AM <br />160: Warehouse B Dvwy & Service Road Timing Plan: AM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 6 <br />Intersection <br />Int Delay, s/veh 2.2 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Vol, veh/h 28 4 37 96 4 11 <br />Future Vol, veh/h 28 4 37 96 4 11 <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 31 4 41 107 4 12 <br /> <br />Major/Minor Major1 Major2 Minor1 <br />Conflicting Flow All 0 0 35 0 222 33 <br /> Stage 1 - - - - 33 - <br /> Stage 2 - - - - 189 - <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 - - 1576 - 766 1041 <br /> Stage 1 - - - - 989 - <br /> Stage 2 - - - - 843 - <br />Platoon blocked, % - -- <br />Mov Cap-1 Maneuver - - 1576 - 745 1041 <br />Mov Cap-2 Maneuver - - - - 745 - <br /> Stage 1 - - - - 989 - <br /> Stage 2 - - - - 819 - <br /> <br />Approach EB WB NB <br />HCM Control Delay, s 0 2 8.9 <br />HCM LOS A <br /> <br />Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br />Capacity (veh/h)941 - - 1576 - <br />HCM Lane V/C Ratio 0.018 - - 0.026 - <br />HCM Control Delay (s) 8.9 - - 7.3 0 <br />HCM Lane LOS A - - A A <br />HCM 95th %tile Q(veh) 0.1 - - 0.1 - <br />265