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Hillsborough Industrial Site 2020 Existing AM <br />110: Old NC 86 & I-40 WB Ramp Timing Plan: AM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 1 <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 <br />Traffic Vol, veh/h 0 0 0 18 4 306 73 383 0 0 698 36 <br />Future Vol, veh/h 0 0 0 18 4 306 73 383 0 0 698 36 <br />Conflicting Peds, #/hr 0 00000000000 <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 22222222222 <br />Mvmt Flow 0 0 0 20 4 340 81 426 0 0 776 40 <br /> <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All 976 1404 - 816 0 - - - 0 <br /> Stage 1 588 588 - - - - - - - <br /> Stage 2 388 816 - - - - - - - <br />Critical Hdwy 6.636.53-4.13----- <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 263 139 0 810 - 0 0 - - <br /> Stage 1 554 495 0 - - 0 0 - - <br /> Stage 2 656 390 0 - - 0 0 - - <br />Platoon blocked, %-- - <br />Mov Cap-1 Maneuver 237 0 - 810 ----- <br />Mov Cap-2 Maneuver 237 0 - - - - - - - <br /> Stage 1 499 0 - - - - - - - <br /> Stage 2 656 0 - - - - - - - <br /> <br />Approach WB NB SB <br />HCM Control Delay, s 21.9 1.6 0 <br />HCM LOS C <br /> <br />Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR <br />Capacity (veh/h)810 - 237 - - - <br />HCM Lane V/C Ratio 0.1 - 0.103 - - - <br />HCM Control Delay (s) 9.9 - 21.9 0 - - <br />HCM Lane LOS A - C A - - <br />HCM 95th %tile Q(veh) 0.3 - 0.3 - - - <br />248