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Hillsborough Industrial Site 2023 Build PM <br />180: Davis Road & Warehouse D Dvwy.Timing Plan: PM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 8 <br />Intersection <br />Int Delay, s/veh 2.2 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Vol, veh/h 4 94 176 22 60 12 <br />Future Vol, veh/h 4 94 176 22 60 12 <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 4 104 196 24 67 13 <br /> <br />Major/Minor Major1 Major2 Minor2 <br />Conflicting Flow All 220 0 - 0 320 208 <br /> Stage 1 - - - - 208 - <br /> Stage 2 - - - - 112 - <br />Critical Hdwy 4.12---6.426.22 <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 1349 - - - 673 832 <br /> Stage 1 - - - - 827 - <br /> Stage 2 - - - - 913 - <br />Platoon blocked, %- - - <br />Mov Cap-1 Maneuver 1349 - - - 671 832 <br />Mov Cap-2 Maneuver - - - - 671 - <br /> Stage 1 - - - - 825 - <br /> Stage 2 - - - - 913 - <br /> <br />Approach EB WB SB <br />HCM Control Delay, s 0.3 0 10.9 <br />HCM LOS B <br /> <br />Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 <br />Capacity (veh/h)1349 - - - 693 <br />HCM Lane V/C Ratio 0.003 - - - 0.115 <br />HCM Control Delay (s) 7.7 0 - - 10.9 <br />HCM Lane LOS A A - - B <br />HCM 95th %tile Q(veh) 0 - - - 0.4 <br />277