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159 <br /> White Cross Retail Build PM <br /> 2: White Cross Road & Site Driveway 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 1.4 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 t r* <br /> Traffic Vol,veh/h 38 4 4 94 142 37 <br /> Future Vol,veh/h 38 4 4 94 142 37 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free Free <br /> RT Channelized - None None None <br /> Storage Length 0 - 100 <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, % 2 2 2 2 2 2 <br /> Mvmt Flow 42 4 4 104 158 41 <br /> Major/Minor Minor2 Majorl Major2 <br /> Conflicting Flow All 270 158 199 0 0 <br /> Stage 1 158 - - - - <br /> Stage 2 112 - - <br /> Critical Hdwy 6.42 6.22 4.12 <br /> Critical Hdwy Stg 1 5.42 - - <br /> Critical Hdwy Stg 2 5.42 - - <br /> Follow-up Hdwy 3.518 3.318 2.218 <br /> Pot Cap-1 Maneuver 719 887 1373 <br /> Stage 1 871 - - <br /> Stage 2 913 - - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 717 887 1373 <br /> Mov Cap-2 Maneuver 717 - - <br /> Stage 1 868 <br /> Stage 2 913 <br /> Approach EB NB SB <br /> HCM Control Delay,s 10.3 0.3 0 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1373 730 <br /> HCM Lane V/C Ratio 0.003 0.064 <br /> HCM Control Delay(s) 7.6 0 10.3 <br /> HCM Lane LOS A A B <br /> HCM 95th%tile Q(veh) 0 - 0.2 - - <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol6-Build PM.syn <br /> Kimley-Horn Synchro 11 Report <br />