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277 <br /> Hillsborough Industrial Site 2023 Build PM <br /> 180: Davis Road & Warehouse D Dvwy. Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,s/veh 2.2 <br /> Movement EBL EBT WBT W�BR <br /> Lane Configurations 4 Y <br /> Traffic Vol,vehlh 4 94 176 22 60 12 <br /> Future Vol,veh/h 4 94 176 22 60 12 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <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 2 2 2 2 2 <br /> Mvmt Flow 4 104 196 24 67 13 <br /> Major/Minor Major2 Minor2 <br /> Conflicting Flow All 220 0 0 320 208 <br /> Stage 1 - - - - 208 - <br /> Stage 2 - - - - 112 - <br /> Critical Hdwy 4.12 - 6.42 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 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 /> EB WB SIB <br /> HCM Control Delay,s 0.3 0 10.9 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl <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 /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 8 <br />