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262 <br /> Hillsborough Industrial Site 2023 Build AM <br /> 130: Old NC 86 & Service Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 1.6 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,veh/h 48 11 29 505 377 152 <br /> Future Vol,veh/h 48 11 29 505 377 152 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free Free <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 53 12 32 561 419 169 <br /> Major/Minor Minor2 Major1 Major2 <br /> Conflicting Flow All 1129 504 588 0 0 <br /> Stage 1 504 - - - - - <br /> Stage 2 625 - - - <br /> Critical Hdwy 6.42 6.22 4.12 - <br /> Critical Hdwy Stg 1 5.42 - - - <br /> Critical Hdwy Stg 2 5.42 - - - <br /> Follow-up Hdwy 3.518 3.318 2.218 - <br /> Pot Cap-1 Maneuver 226 568 987 - - <br /> Stage 1 607 - - - <br /> Stage 2 534 - - - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 215 568 987 - - <br /> Mov Cap-2 Maneuver 215 - - - <br /> Stage 1 578 - - <br /> Stage 2 534 - - <br /> Approach EB NB SIB <br /> HCM Control Delay,s 25.2 0.5 0 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 987 - 243 - <br /> HCM Lane V/C Ratio 0.033 - 0.27 - <br /> HCM Control Delay(s) 8.8 0 25.2 - <br /> HCM Lane LOS A A D - <br /> HCM 95th%tile Q(veh) 0.1 - 1.1 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 3 <br />