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Lawrence Road Development Background (20219PPM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Intersection <br /> Intersection Delay,s/veh 42.8 <br /> Intersection LOS E <br /> Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT <br /> Lane Configurations +T+ +T+ +T+ +T+ <br /> Traffic Vol,veh/h 134 177 146 55 127 8 120 284 41 10 124 69 <br /> Future Vol,veh/h 134 177 146 55 127 8 120 284 41 10 124 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 - 141 186 154 58 134 8 126 299 43 11 131 73 <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 53.8 17.7 53.7 17.6 <br /> HCM LOS F C F C <br /> Lane NBLn1 EBLnl WBLnl S13Ln1 <br /> Vol Left,% 27% 29% 29% 5% <br /> Vol Thru,% 64% 39% 67% 61% <br /> Vol Right,% 9% 32% 4% 34% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 445 457 190 203 <br /> LT Vol � 120 134 55 10 <br /> Through Vol 284 177 127 124 <br /> RT Vol 1 41 146 8 69 <br /> Lane Flow Rate 468 481 200 214 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.94 0.944 0.45 0.465 <br /> Departure Headway(Hd) 7.221 7.061 8.105 7.834 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 506 515 444 457 <br /> Service Time 5.249 5.089 6.181 5.91 <br /> HCM Lane V/C Ratio 0.925 0.934 0.45 0.468 <br /> HCM Control Delay 53.7 53.8 17.7 17.6 <br /> HCM Lane LOS F F C C <br /> HCM 95th-tile Q 11.5 11.7 2.3 2.4 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBackground(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />