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Lawrence Road Development Background (2021ffAM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Intersection <br /> Intersection Delay,s/veh 67.6 <br /> Intersection LOS F <br /> Movement EBL WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +T+ +T+ +T+ <br /> Traffic Vol,veh/h 52 176 156 48 229 12 132 165 33 6 260 138 <br /> Future Vol,veh/h 52 176 156 48 229 12 132 165 33 6 260 138 <br /> Peak Hour Factor i 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br /> Heavy Vehicles,% 2 5 2 6 8 2 2 5 3 2 2 2 <br /> Mvmt Flow - 56 189 168 52 246 13 142 177 35 6 280 148 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach MML EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 1 1 1 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 1 1 1 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 1 1 1 1 <br /> HCM Control Delay 72 42.7 54.3 92.1 <br /> HCM LOS F E F F <br /> Lane N13Ln1 E13Ln1 WBLnl S13Ln1 - <br /> Vol Left,% 40% 14% 17% 1% <br /> Vol Thru,% 50% 46% 79% 64% <br /> Vol Right,% 10% 41% 4% 34% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 330 384 289 404 <br /> LT Vol � 132 52 48 6 <br /> Through Vol 165 176 229 260 <br /> RT Vol 1 33 156 12 138 <br /> Lane Flow Rate 355 413 311 434 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.892 0.986 0.805 1.062 <br /> Departure Headway(Hd) 9.439 8.971 9.746 8.804 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 387 409 373 417 <br /> Service Time 7.439 6.971 7.746 6.804 <br /> HCM Lane V/C Ratio 0.917 1.01 0.834 1.041 i <br /> HCM Control Delay 54.3 72 42.7 92.1 <br /> HCM Lane LOS F F E F <br /> HCM 95th-tile Q 9 11.8 7 14.4 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBackground(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />