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261 <br /> Hillsborough Industrial Site 2023 Build AM <br /> 120: Old NC 86 & 1-40 EB Ramp Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 722.6 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations 4 r* + <br /> Traffic Vol,veh/h 157 4 153 0 0 0 0 453 99 631 377 0 <br /> Future Vol,veh/h 157 4 153 0 0 0 0 453 99 631 377 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 174 4 170 0 0 0 0 503 110 701 419 0 <br /> Major/Minor Minor2 Major1 Major2 <br /> Conflicting Flow All 2379 2434 419 0 0 613 0 0 <br /> Stage 1 1821 1821 - - - - - - - <br /> Stage 2 558 613 - - - - - <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 —38 32 634 0 - 966 - 0 <br /> Stage 1 —141 128 - 0 - - - 0 <br /> Stage 2 573 483 - 0 - - - 0 <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver —10 0 634 - - 966 - <br /> Mov Cap-2 Maneuver — 10 0 - - - - - <br /> Stage 1 —141 0 - - - - <br /> Stage 2 —157 0 - - - - <br /> Approach EB NB SIB <br /> HCM Control Delay,$4276.7 0 11.2 <br /> HCM LOS F <br /> Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT <br /> Capacity(veh/h) - 10 634 966 <br /> HCM Lane V/C Ratio -17.889 0.268 0.726 <br /> HCM Control Delay(s) $8328.9 12.7 17.9 - <br /> HCM Lane LOS - F B C - <br /> HCM 95th%tile Q(veh) - 23.9 1.1 6.6 - <br /> Notes <br /> -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 2 <br />