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289 <br /> Hillsborough Industrial Site 2023 Build-Improved AM <br /> 180: Davis Road & Warehouse D Dvwy. Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 0.9 <br /> Movement EBL EBIWBT WBR SBL SBR <br /> Lane Configurations 4 Y <br /> Traffic Vol,veh/h 12 176 81 62 18 4 <br /> Future Vol,veh/h 12 176 81 62 18 4 <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 13 196 90 69 20 4 <br /> SlIkEainO Minor2 <br /> Conflicting Flow All 159 0 - 0 347 125 <br /> Stage 1 - - - - 125 - <br /> Stage 2 - - - 222 - <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 1420 - 650 926 <br /> Stage 1 - - 901 - <br /> Stage 2 - - 815 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1420 644 926 <br /> Mov Cap-2 Maneuver - 644 - <br /> Stage 1 892 <br /> Stage 2 815 <br /> Approach EB WB SB <br /> HCM Control Delay,s 0.5 0 10.5 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 <br /> Capacity(veh/h) 1420 - - 682 <br /> HCM Lane V/C Ratio 0.009 - 0.036 <br /> HCM Control Delay(s) 7.6 0 10.5 <br /> HCM Lane LOS A A B <br /> HCM 95th%tile Q(veh) 0 - - 0.1 <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 5 <br />