Orange County NC Website
72 <br /> White Cross Retail Existing PM <br /> 1: White Cross Road & NC 54 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 2.8 <br /> Movement EBT EBR WBL WBT NBL NBR i <br /> Lane Configurations 1� t <br /> Traffic Vol,veh/h 291 51 88 773 58 34 <br /> Future Vol,veh/h 291 51 88 773 58 34 <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 150 - 0 <br /> Veh in Median Storage,# 0 - - 0 0 - <br /> Grade, % 0 - 0 0 <br /> Peak Hour Factor 97 97 97 97 97 97 <br /> Heavy Vehicles, % 4 4 2 2 3 6 <br /> Mvmt Flow 300 53 91 797 60 35 <br /> Major/Minor Major1 Major2 Minor1 <br /> Conflicting Flow All 0 0 353 0 1306 327 <br /> Stage 1 - - - - 327 - <br /> Stage 2 - - - - 979 - <br /> Critical Hdwy - 4.12 - 6.43 6.26 <br /> Critical Hdwy Stg 1 - - - - 5.43 - <br /> Critical Hdwy Stg 2 - - - - 5.43 - <br /> Follow-up Hdwy - 2.218 - 3.527 3.354 <br /> Pot Cap-1 Maneuver - - 1206 - 176 705 <br /> Stage 1 - - - - 728 - <br /> Stage 2 - - - - 363 - <br /> Platoon blocked, % - - <br /> Mov Cap-1 Maneuver - - 1206 - 163 705 <br /> Mov Cap-2 Maneuver - - - - 163 - <br /> Stage 1 - - - - 728 - <br /> Stage 2 - - - - 336 - <br /> Approach EB WB NB <br /> HCM Control Delay, s 0 0.8 31.6 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 228 - - 1206 - <br /> HCM Lane V/C Ratio 0.416 - - 0.075 - <br /> HCM Control Delay(s) 31.6 - - 8.2 - <br /> HCM Lane LOS D - - A - <br /> HCM 95th%tile Q(veh) 1.9 - - 0.2 - <br /> K:1DUR_LDEV1White Cross Retail\T4-Analysis\Synchrol2-Existing PM.syn <br /> Kimley-Horn Synchro 11 Report <br />