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320 <br /> Hillsborough Industrial Site 2023 No-Build AM <br /> 110: Old NC 86 & 1-40 WB Ramp Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 1 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +' r t tT+ <br /> Traffic Vol,veh/h 0 0 0 19 4 470 75 499 0 0 853 95 <br /> Future Vol,veh/h 0 0 0 19 4 470 75 499 0 0 853 95 <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 - - Free - None - None <br /> Storage Length - 225 - 0 225 - - <br /> Veh in Median Storage,# 2 - - 0 - - 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 0 0 0 21 4 522 83 554 0 0 948 106 <br /> Major/Minor Minor1 Major1 Major2 <br /> Conflicting Flow All 1194 1774 - 1054 0 - 0 <br /> Stage 1 720 720 - - - <br /> Stage 2 474 1054 - - - <br /> Critical Hdwy 6.63 6.53 4.13 - - <br /> Critical Hdwy Stg 1 5.43 5.53 - - <br /> Critical Hdwy Stg 2 5.83 5.53 - - - - <br /> Follow-up Hdwy 3.519 4.019 2.219 - - <br /> Pot Cap-1 Maneuver 192 82 0 658 0 0 - <br /> Stage 1 481 431 0 - 0 0 - <br /> Stage 2 593 302 0 - 0 0 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 168 0 - 658 - - - - <br /> Mov Cap-2 Maneuver 168 0 - <br /> Stage 1 420 0 - - - - <br /> Stage 2 593 0 - - - <br /> Approach WB NB SIB <br /> HCM Control Delay,s 30.2 1.5 0 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR <br /> Capacity(veh/h) 658 - 168 - - <br /> HCM Lane V/C Ratio 0.127 - 0.152 - - <br /> HCM Control Delay(s) 11.3 - 30.2 0 - <br /> HCM Lane LOS B - D A - <br /> HCM 95th%tile Q(veh) 0.4 - 0.5 - - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 1 <br />