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145 <br /> White Cross Retail Existing PM <br /> 1: White Cross Road & NC 54 11/10/2022 <br /> Intersection <br /> Int Delay, s/veh 2.8 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� t <br /> Traffic Vol,veh/h 291 51 88 773 58 34 <br /> Future Vol,veh/h 291 51 88 773 58 34 <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 97 97 97 97 97 <br /> Heavy Vehicles, % 4 4 2 2 3 6 <br /> Mvmt Flow 300 53 91 797 60 35 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 0 0 353 0 1306 327 <br /> Stage 1 - - - - 327 - <br /> Stage 2 - 979 - <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 1206 176 705 <br /> Stage 1 - 728 - <br /> Stage 2 - 363 - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 1206 163 705 <br /> Mov Cap-2 Maneuver - 163 - <br /> Stage 1 728 <br /> Stage 2 336 <br /> Approach EB WB NB <br /> HCM Control Delay, s 0 0.8 31.6 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 228 1206 <br /> HCM Lane V/C Ratio 0.416 0.075 <br /> HCM Control Delay(s) 31.6 8.2 <br /> HCM Lane LOS D A <br /> HCM 95th%tile Q(veh) 1.9 0.2 <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol2-Existing PM.syn <br /> Kimley-Horn Synchro 11 Report <br />