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Lawrence Road Development Build-out(202�VPM <br /> 5: Lawrence Road & Site Driveway 07/13/2023 <br /> Intersection <br /> Int Delay,s/veh 1.7 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations r T. +T <br /> Traffic Vol,veh/h 21 57 445 18 48 326 <br /> Future Vol,veh/h 21 57 445 18 48 326 <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 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 3 2 2 2 <br /> Mvmt Flow 23 63 494 20 53 362 <br /> Major/Minor Minorl Majorl Major2 <br /> Conflicting Flow All 972 504 0 0 514 0 <br /> Stage 1 504 - - - - - <br /> Stage 2 468 - - <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 280 568 1052 <br /> Stage 1 607 - - <br /> Stage 2 630 - - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 262 568 1052 <br /> Mov Cap-2 Maneuver 262 - - <br /> Stage 1 607 <br /> Stage 2 590 <br /> Approach WB B SB <br /> HCM Control Delay,s 14.3 0 1.1 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBT NBR WBLnl WBLn2 SBL SBT <br /> Capacity(veh/h) 262 568 1052 <br /> HCM Lane V/C Ratio 0.089 0.112 0.051 <br /> HCM Control Delay(s) 20.1 12.1 8.6 0 <br /> HCM Lane LOS C B A A <br /> HCM 95th%tile Q(veh) 0.3 0.4 0.2 - <br /> K:1RAL_TPT01_Traffic1014251006 RTP High School\T8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />