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Lawrence Road Development Build-out(202'SPPM <br /> 6: Site Driveway& US 70A 07/13/2023 <br /> Intersection <br /> Int Delay,s/veh 1.8 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations '+ +T r <br /> Traffic Vol,veh/h 228 16 36 190 20 42 <br /> Future Vol,veh/h 228 16 36 190 20 42 <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,% 2 2 2 3 2 2 <br /> Mvmt Flow 253 18 40 211 22 47 <br /> Major/Minor Major1 Minorl <br /> Conflicting Flow All 0 0 271 0 553 262 <br /> Stage 1 - - - - 262 - <br /> Stage 2 - 291 - <br /> Critical Hdwy 4.12 6.42 6.22 <br /> Critical Hdwy Stg 1 - 5.42 - <br /> Critical Hdwy Stg 2 - 5.42 - <br /> Follow-up Hdwy 2.218 3.518 3.318 <br /> Pot Cap-1 Maneuver 1292 494 777 <br /> Stage 1 - 782 - <br /> Stage 2 - 759 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1292 477 777 <br /> Mov Cap-2 Maneuver - 477 - <br /> Stage 1 782 <br /> Stage 2 732 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 1.3 10.9 <br /> HCM LOS B <br /> IM <br /> Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT <br /> Capacity(veh/h) 477 777 1292 - <br /> HCM Lane V/C Ratio 0.047 0.06 0.031 <br /> HCM Control Delay(s) 12.9 9.9 7.9 0 <br /> HCM Lane LOS B A A A <br /> HCM 95th%tile Q(veh) 0.1 0.2 0.1 - <br /> K:1RAL_TPT01_Traffic1014251006 RTP High School\T8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />