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Lawrence Road Development Build-out(2021EVAM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Intersection = <br /> Intersection Delay,s/veh 84 <br /> Intersection LOS F <br /> Movement EBL EMIL WBT WBR NBL NBT NBR SBL SBT <br /> Lane Configurations +T+ +T+ +T+ +T+ <br /> Traffic Vol,veh/h 52 176 179 48 229 12 144 175 33 6 279 138 <br /> Future Vol,veh/h 52 176 179 48 229 12 144 175 33 6 279 138 <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 - 56 189 192 52 246 13 155 188 35 6 300 148 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach MMMMMML 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 95.2 47.2 70.1 109.9 <br /> HCM LOS F E F F <br /> Lane NBLnl E13Ln1 WBLnl S13Ln1 - <br /> Vol Left,% 41% 13% 17% 1% <br /> Vol Thru,% 50% 43% 79% 66% <br /> Vol Right,% 9% 44% 4% 33% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 352 407 289 423 <br /> LT Vol � 144 52 48 6 <br /> Through Vol 175 176 229 279 <br /> RT Vol 1 33 179 12 138 <br /> Lane Flow Rate 378 438 311 455 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.962 1.065 0.825 1.112 <br /> Departure Headway(Hd) 9.838 9.29 10.282 9.235 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 371 394 354 396 <br /> Service Time 7.838 7.29 8.282 7.235 <br /> HCM Lane V/C Ratio 1.019 1.112 0.879 1.149 <br /> HCM Control Delay 70.1 95.2 47.2 109.9 <br /> HCM Lane LOS F F E F <br /> HCM 95th-tile Q 10.7 14.1 7.3 15.8 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />