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248 <br /> Hillsborough Industrial Site 2020 Existing AM <br /> 110: Old NC 86 & 1-40 WB Ramp Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 1 <br /> Movement EB�BR WBL WB.WBPJWBL NBT NBI SBL SBT SBR <br /> Lane Configurations +' r Vii t tT+ <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 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 20 4 340 81 426 0 0 776 40 <br /> Major/Minor Minorl Majorl <br /> Conflicting Flow All 976 1404 - 816 0 - - - 0 <br /> Stage 1 588 588 - - - - - <br /> Stage 2 388 816 - - - - - <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 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 /> WB NB <br /> HCM Control Delay,s 21.9 1.6 0 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBL NBTWBLnlWBLn2 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 /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 1 <br />