Orange County NC Website
Browse       Search
273 <br /> Hillsborough Industrial Site 2023 Build PM <br /> 140: Old NC 86 & Davis Road Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,s/veh 4.6 <br /> Movement EBL EBSEBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,vehlh 115 39 45 367 312 153 <br /> Future Vol,veh/h 115 39 45 367 312 153 <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 128 43 50 408 347 170 <br /> Major/Minor Minor2 Majorl Major2 <br /> Conflicting Flow All 940 432 517 0 0 <br /> -Stage 1 432 - - - - <br /> Stage 2 508 - - <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 293 624 1049 <br /> Stage 1 655 - - <br /> Stage 2 604 - - - <br /> Platoon blocked, % - <br /> Mov Cap-1 Maneuver 275 624 1049 - - - <br /> Mov Cap-2 Maneuver 275 - - - <br /> Stage 1 614 - - - <br /> Stage 2 604 - <br /> EB NB SB <br /> HCM Control Delay,s 28.5 0.9 0 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1049 320 <br /> HCM Lane V/C Ratio 0.048 - 0.535 <br /> HCM Control Delay(s) 8.6 0 28.5 <br /> HCM Lane LOS A A D <br /> HCM 95th%tile Q(veh) 0.1 - 3 <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 4 <br />