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329 <br /> Hillsborough Industrial Site 2023 No-Build PM <br /> 140: Old NC 86 & Davis Road Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,s/veh 2.4 <br /> Movement BR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,vehlh 67 27 41 358 288 135 <br /> Future Vol,veh/h 67 27 41 358 288 135 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free Free <br /> RT Channelized - None None None <br /> Storage Length 0 - - - <br /> Veh in Median Storage,# 0 - - 0 0 <br /> Grade, % 0 - - 0 0 - <br /> Peak Hour Factor 90 90 90 90 90 90 <br /> Heavy Vehicles, % 2 2 2 2 2 2 <br /> Mvmt Flow 74 30 46 398 320 150 <br /> Major/Minor in�� Majorl Major2 <br /> Conflicting Flow All 885 395 470 0 0 <br /> Stage 1 395 - - - - <br /> Stage 2 490 - - <br /> Critical Hdwy 6.42 6.22 4.12 <br /> Critical Hdwy Stg 1 5.42 - - <br /> Critical Hdwy Stg 2 5.42 - - <br /> Follow-up Hdwy 3.518 3.318 2.218 <br /> Pot Cap-1 Maneuver 315 654 1092 <br /> Stage 1 681 - - <br /> Stage 2 616 - - - <br /> Platoon blocked, % - <br /> Mov Cap-1 Maneuver 298 654 1092 - - - <br /> Mov Cap-2 Maneuver 298 - - - <br /> Stage 1 644 - - - - <br /> Stage 2 616 - <br /> EB NB SB <br /> HCM Control Delay,s 19.4 0.9 0 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1092 353 - <br /> HCM Lane V/C Ratio 0.042 - 0.296 - <br /> HCM Control Delay(s) 8.4 0 19.4 - <br /> HCM Lane LOS A A C - <br /> HCM 95th%tile Q(veh) 0.1 - 1.2 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 4 <br />