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143 <br /> White Cross Retail Existing AM <br /> 1: White Cross Road & NC 54 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 3.2 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� t <br /> Traffic Vol,veh/h 829 63 23 256 36 77 <br /> Future Vol,veh/h 829 63 23 256 36 77 <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 921 70 26 284 40 86 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 0 0 991 0 1292 956 <br /> Stage 1 - - - - 956 - <br /> Stage 2 - 336 - <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 671 179 306 <br /> Stage 1 - 372 - <br /> Stage 2 - 722 - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 671 172 306 <br /> Mov Cap-2 Maneuver - 172 - <br /> Stage 1 372 <br /> Stage 2 694 <br /> Approach EB WB NB <br /> HCM Control Delay, s 0 0.9 34.2 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 245 671 <br /> HCM Lane V/C Ratio 0.512 0.038 <br /> HCM Control Delay(s) 34.2 10.6 <br /> HCM Lane LOS D B <br /> HCM 95th%tile Q(veh) 2.7 0.1 <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol1 -Existing AM.syn <br /> Kimley-Horn Synchro 11 Report <br />