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157 <br /> White Cross Retail Build PM <br /> 1: White Cross Road & NC 54 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 5.4 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� t <br /> Traffic Vol,veh/h 298 66 113 792 74 58 <br /> Future Vol,veh/h 298 66 113 792 74 58 <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 95 95 97 95 94 <br /> Heavy Vehicles, % 4 4 2 2 3 6 <br /> Mvmt Flow 307 69 119 816 78 62 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 0 0 376 0 1396 342 <br /> Stage 1 - - - - 342 - <br /> Stage 2 - 1054 - <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 1182 155 692 <br /> Stage 1 - 717 - <br /> Stage 2 - 334 - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 1182 139 692 <br /> Mov Cap-2 Maneuver - 139 - <br /> Stage 1 - - 717 - <br /> Stage 2 - 300 - <br /> Approach EB WB NB <br /> HCM Control Delay, s 0 1.1 48.3 <br /> HCM LOS E <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 215 1182 <br /> HCM Lane V/C Ratio 0.649 0.101 <br /> HCM Control Delay(s) 48.3 8.4 <br /> HCM Lane LOS E A <br /> HCM 95th%tile Q(veh) 3.9 0.3 <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol6-Build PM.syn <br /> Kimley-Horn Synchro 11 Report <br />