Orange County NC Website
Browse       Search
118 <br /> HCM 6th TWSC Build <br /> 1: NC 54 & Site Drive Timing Plan:AM Peak Hour <br /> Intersection FL <br /> Int Delay,s/veh 0.6 <br /> Movement EBL EBT WBT WBR SBL SB <br /> Lane Configurations <br /> Traffic Vol,veh/h 4 1024 295 7 21 5 <br /> Future Vol,veh/h _ 4 1024 295 7 21 5 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <br /> Sign Control Free Free Free Free Stop Stop <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 4 1138 328 8 23 6 <br /> Major/Minor Majorl Major2 Minor2 <br /> Conflicting Flow All 336 0 0 1478 332 <br /> Stage 1 - - - 332 - <br /> Stage 2 - 1146 - <br /> Critical Hdwy 4.12 - - - 6.42 6.22 <br /> Critical Hdwy Stg 1 - 5.42 - <br /> Critical Hdwy Stg 2 - - - 5.42 - <br /> Follow-up Hdwy 2.218 3.518 3.318 <br /> Pot Cap-1 Maneuver 1223 - - 139 710 <br /> Stage 1 - 727 - <br /> Stage 2 - 303 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1223 - - - 138 710 <br /> Mov Cap-2 Maneuver - 138 - <br /> Stage 1 - 720 - <br /> Stage 2 303 - <br /> Approach EB WB SB <br /> HCM Control Delay,s 0 0 31.8 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 <br /> Capacity(veh/h) 1223 - - 163 <br /> HCM Lane V/C Ratio 0.004 - - 0.177 <br /> HCM Control Delay(s) 8 0 - 31.8 <br /> HCM Lane LOS A A - D <br /> HCM 95th%tile Q(veh) 0 - - 0.6 <br /> Rigsbee Subdivision-Orange County, NC Synchro 11 Report <br /> Bolton&Menk Page 1 <br />