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Lawrence Road Development Build-out(202WAM <br /> 6: Site Driveway& US 70A 07/13/2023 <br /> Intersection <br /> Int Delay,s/veh 0.6 <br /> Movement EBT EBR <br /> Lane Configurations '+ +T r <br /> Traffic Vol,veh/h 215 4 23 289 4 12 <br /> Future Vol,veh/h 215 4 23 289 4 12 <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,% 4 2 2 8 2 2 <br /> Mvmt Flow 239 4 26 321 4 13 <br /> Major/Minor Majorl Minorl <br /> Conflicting Flow All 0 0 243 0 614 241 <br /> Stage 1 - - - - 241 - <br /> Stage 2 - 373 - <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 1323 455 798 <br /> Stage 1 - 799 - <br /> Stage 2 - 696 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1323 444 798 <br /> Mov Cap-2 Maneuver - 444 - <br /> Stage 1 799 <br /> Stage 2 679 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 0.6 10.5 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBLnl NBLn2 EBT EBR WBL WBT <br /> Capacity(veh/h) 444 798 1323 <br /> HCM Lane V/C Ratio 0.01 0.017 0.019 <br /> HCM Control Delay(s) 13.2 9.6 7.8 0 <br /> HCM Lane LOS B A A A <br /> HCM 95th%tile Q(veh) 0 0.1 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 />