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Lawrence Road Development Build-out(202iffPM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Intersection i <br /> Intersection Delay,s/veh 70.2 <br /> Intersection LOS F <br /> Movement MWBL WBT WBR NBL NBT NBR SBL SBT <br /> Lane Configurations +T+ +T+ +T+ +T+ <br /> Traffic Vol,veh/h 134 186 173 55 138 17 151 310 41 17 145 69 <br /> Future Vol,veh/h 134 186 173 55 138 17 151 310 41 17 145 69 <br /> Peak Hour Factor * 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br /> Heavy Vehicles,% 2 2 2 2 4 2 3 2 2 2 3 2 <br /> Mvmt Flow - 141 196 182 58 145 18 159 326 43 18 153 73 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach 1111MEMEW 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 84.2 21.3 99 21.9 <br /> HCM LOS F C F C <br /> Lane NBLn1 EBLnl WBLnl S13Ln1 <br /> Vol Left,% 30% 27% 26% 7% <br /> Vol Thru,% 62% 38% 66% 63% <br /> Vol Right,% 8% 35% 8% 30% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 502 493 210 231 <br /> LT Vol � 151 134 55 17 <br /> Through Vol 310 186 138 145 <br /> RT Vol 41 173 17 69 <br /> Lane Flow Rate 528 519 221 243 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 1.099 1.053 0.518 0.552 <br /> Departure Headway(Hd) 7.793 7.696 9.003 8.709 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 470 477 402 416 _ <br /> Service Time 5.793 5.696 7.003 6.709 <br /> HCM Lane V/C Ratio 1.123 1.088 0.55 0.584 <br /> HCM Control Delay 99 84.2 21.3 21.9 <br /> HCM Lane LOS F F C C <br /> HCM 95th-tile Q 16.9 15.2 2.9 3.2 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />