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119 <br /> HCM 6th TWSC Build <br /> 1: NC 54 & Site Drive Timing Plan: PM Peak Hour <br /> Intersection FL <br /> Int Delay,s/veh 0.5 <br /> Movement EBL EBT WBT <br /> Lane Configurations *' <br /> Traffic Vol,veh/h 6 325 907 22 14 4 <br /> Future Vol,veh/h _ 6 325 907 22 14 4 <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 7 361 1008 24 16 4 <br /> Major/Minor Majorl Major2 Minor2 <br /> Conflicting Flow All 1032 0 0 1395 1020 <br /> Stage 1 - - - 1020 - <br /> Stage 2 - - 375 - <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 673 - - 156 287 <br /> Stage 1 - - 348 - <br /> Stage 2 - - 695 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 673 - - 154 287 <br /> Mov Cap-2 Maneuver - - 154 - <br /> Stage 1 - 343 - <br /> Stage 2 - 695 - <br /> Approach EB WB SB <br /> HCM Control Delay,s 0.2 0 28.7 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 <br /> Capacity(veh/h) 673 - - 172 <br /> HCM Lane V/C Ratio 0.01 - - 0.116 <br /> HCM Control Delay(s) 10.4 0 - 28.7 <br /> HCM Lane LOS B A - D <br /> HCM 95th%tile Q(veh) 0 - 0.4 <br /> Rigsbee Subdivision-Orange County, NC Synchro 11 Report <br /> Bolton&Menk Page 1 <br />