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148 <br /> White Cross Retail Background AM <br /> 1: White Cross Road & NC 54 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 3.5 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� t <br /> Traffic Vol,veh/h 850 65 24 262 37 79 <br /> Future Vol,veh/h 850 65 24 262 37 79 <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 90 90 90 90 90 90 <br /> Heavy Vehicles, % 3 2 9 2 3 7 <br /> Mvmt Flow 944 72 27 291 41 88 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 0 0 1016 0 1325 980 <br /> Stage 1 - - - - 980 - <br /> Stage 2 - 345 - <br /> Critical Hdwy 4.19 6.43 6.27 <br /> Critical Hdwy Stg 1 - 5.43 - <br /> Critical Hdwy Stg 2 - 5.43 - <br /> Follow-up Hdwy 2.281 3.527 3.363 <br /> Pot Cap-1 Maneuver 656 171 297 <br /> Stage 1 - 362 - <br /> Stage 2 - 715 - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 656 164 297 <br /> Mov Cap-2 Maneuver - 164 - <br /> Stage 1 362 <br /> Stage 2 686 <br /> Approach EB WB NB <br /> HCM Control Delay, s 0 0.9 37.2 <br /> HCM LOS E <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 236 656 <br /> HCM Lane V/C Ratio 0.546 0.041 <br /> HCM Control Delay(s) 37.2 10.7 - <br /> HCM Lane LOS E B <br /> HCM 95th%tile Q(veh) 3 - 0.1 - <br /> K:\DUR_LDEV\White Cross Retail\T4-Analysis\Synchro\3-Background AM.syn <br /> Kimley-Horn Synchro 11 Report <br />