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80 <br /> White Cross Retail Build AM <br /> 1: White Cross Road & NC 54 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 4.4 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� '� t <br /> Traffic Vol, veh/h 850 71 34 262 41 86 <br /> Future Vol,veh/h 850 71 34 262 41 86 <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 79 38 291 46 96 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 0 0 1023 0 1351 984 <br /> Stage 1 - - - - 984 <br /> Stage 2 - - - 367 - <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 652 165 295 <br /> Stage 1 - 361 - <br /> Stage 2 - 699 - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 652 155 295 <br /> Mov Cap-2 Maneuver - 155 - <br /> Stage 1 361 <br /> Stage 2 658 <br /> Approach EB WB NB <br /> HCM Control Delay, s 0 1.2 43.4 <br /> HCM LOS E <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 228 652 <br /> HCM Lane V/C Ratio 0.619 0.058 <br /> HCM Control Delay(s) 43.4 10.9 <br /> HCM Lane LOS E B <br /> HCM 95th%tile Q(veh) 3.6 0.2 <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol5-Build AM.syn <br /> Kimley-Horn Synchro 11 Report <br />