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255 <br /> Hillsborough Industrial Site 2020 Existing PM <br /> 120: Old NC 86 & 1-40 EB Ramp Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,s/veh 7 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations 4 r* + <br /> Traffic Vol,veh/h 40 4 43 0 0 0 0 365 20 340 341 0 <br /> Future Vol,veh/h 40 4 43 0 0 0 0 365 20 340 341 0 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free <br /> RT Channelized None - None - None - - None <br /> Storage Length 200 - 0 - <br /> Veh in Median Storage,# 0 - 16979 0 - 0 <br /> Grade, % 0 - 0 0 - 0 <br /> Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 44 4 48 0 0 0 0 406 22 378 379 0 <br /> Major/Minor Minor2 Major1 Major2 <br /> Conflicting Flow All 1552 1563 379 0 0 428 0 0 <br /> Stage 1 1135 1135 - - - - - - - <br /> Stage 2 417 428 - - - - - <br /> Critical Hdwy 6.42 6.52 6.22 - - 4.12 - <br /> Critical Hdwy Stg 1 5.42 5.52 - - - - - <br /> Critical Hdwy Stg 2 5.42 5.52 - - - - - <br /> Follow-up Hdwy 3.518 4.018 3.318 - 2.218 - <br /> Pot Cap-1 Maneuver 125 112 668 0 - 1131 - 0 <br /> Stage 1 307 277 - 0 - - - 0 <br /> Stage 2 665 585 - 0 - - - 0 <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 83 0 668 - - 1131 - <br /> Mov Cap-2 Maneuver 83 0 - - - - - <br /> Stage 1 307 0 - - - - - <br /> Stage 2 443 0 - - - - <br /> Approach EB NB SIB <br /> HCM Control Delay,s 54.6 0 4.9 <br /> HCM LOS F <br /> Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT <br /> Capacity(veh/h) - 83 668 1131 <br /> HCM Lane V/C Ratio - 0.589 0.072 0.334 <br /> HCM Control Delay(s) - 97.5 10.8 9.8 - <br /> HCM Lane LOS - F B A - <br /> HCM 95th%tile Q(veh) - 2.7 0.2 1.5 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 2 <br />