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Lawrence Road Development Existing (202!�PAM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Intersection <br /> Intersection Delay,s/veh 50.8 <br /> Intersection LOS F <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT <br /> Lane Configurations +T+ +T+ +T+ +T+ <br /> Traffic Vol,veh/h 50 168 149 46 219 11 126 158 32 6 249 132 <br /> Future Vol,veh/h 50 168 149 46 219 11 126 158 32 6 249 132 <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 7 9 2 2 5 3 2 2 2 <br /> Mvmt Flow - 54 181 160 49 235 12 135 170 34 6 268 142 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach 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 55.9 35 42.8 63.8 <br /> HCM LOS F D E F <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left,% 40% 14% 17% 2% <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 316 367 276 387 <br /> LT Vol � 126 50 46 6 <br /> Through Vol 158 168 219 249 <br /> RT Vol 1 32 149 11 132 <br /> Lane Flow Rate 340 395 297 416 <br /> Geometry Grp 411§PEEAFO 1 1 <br /> Degree of Util(X) 0.83 0.923 0.749 0.963 <br /> Departure Headway(Hd) 8.896 8.416 9.193 8.331 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 411 430 395 437 <br /> Service Time 6.896 6.455 7.193 6.371 <br /> HCM Lane V/C Ratio 0.827 0.919 0.752 0.952 <br /> HCM Control Delay 42.8 55.9 35 63.8 <br /> HCM Lane LOS E F D F <br /> HCM 95th-tile Q 7.7 10.3 6 11.5 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />