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257 <br /> Hillsborough Industrial Site 2020 Existing PM <br /> 140: Old NC 86 & Davis Road Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,s/veh 2.3 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,veh/h 65 26 40 321 253 131 <br /> Future Vol,veh/h 65 26 40 321 253 131 <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 72 29 44 357 281 146 <br /> Major/Minor Minor2 Major1 Major2 <br /> Conflicting Flow All 799 354 427 0 0 <br /> Stage 1 354 - - - - - <br /> Stage 2 445 - - - <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 Pot Cap-1 Maneuver 355 690 1132 - - <br /> Stage 1 710 - - - <br /> Stage 2 646 - - - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 338 690 1132 - - <br /> Mov Cap-2 Maneuver 338 - - - <br /> Stage 1 676 - - <br /> Stage 2 646 - - <br /> Approach EB NB SIB <br /> HCM Control Delay,s 17.2 0.9 0 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1132 - 396 - <br /> HCM Lane V/C Ratio 0.039 - 0.255 - <br /> HCM Control Delay(s) 8.3 0 17.2 - <br /> HCM Lane LOS A A C - <br /> HCM 95th%tile Q(veh) 0.1 - 1 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 4 <br />