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266 <br /> Hillsborough Industrial Site 2023 Build AM <br /> 170: Warehouse C Dvwy & Service Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 1.9 <br /> Movement WBL WBT NBL NBR <br /> Lane Configurations 1� 4 Y <br /> Traffic Vol,veh/h 39 4 40 133 4 12 <br /> Future Vol,veh/h 39 4 40 133 4 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 M 90 90 90 90 <br /> Heavy Vehicles, % 2 2 2 2 2 2 <br /> Mvmt Flow 4= 4 44 148 4 13 <br /> jjjjUMinor awl jaM Major2 Minor1 <br /> Conflicting Flow All 0 0 47 0 281 45 <br /> Stage 1 - - - - 45 - <br /> Stage 2 - - 236 - <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 1560 709 1025 <br /> Stage 1 - 977 - <br /> Stage 2 - 803 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1560 687 1025 <br /> Mov Cap-2 Maneuver - 687 - <br /> Stage 1 977 <br /> Stage 2 778 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 1.7 9 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 913 - 1560 <br /> HCM Lane V/C Ratio 0.019 - 0.028 <br /> HCM Control Delay(s) 9 - 7.4 0 <br /> HCM Lane LOS A - A A <br /> HCM 95th%tile Q(veh) 0.1 - 0.1 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 7 <br />