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Lawrence Road Development Existing (202''TPM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Intersection + + <br /> Intersection Delay,s/veh 31.1 <br /> Intersection LOS D <br /> Movement E` EBT EBI♦WBMWBT WBR NBL NBT NBR SBL SBT <br /> Lane Configurations +T+ +T+ +T+ +T+ <br /> Traffic Vol,veh/h 128 169 140 53 121 8 115 272 39 10 119 66 <br /> Future Vol,veh/h 128 169 140 53 121 8 115 272 39 10 119 66 <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 3 3 2 3 2 <br /> Mvmt Flow - 135 178 147 56 127 8 121 286 41 11 125 69 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB 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 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 1 1 1 <br /> HCM Control Delay 37.6 15.8 38 15.7 <br /> HCM LOS E C E <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left,% 27% 29% 29% 5% <br /> Vol Thru,% 64% 39% 66% 61% <br /> Vol Right,% 9% 32% 4% 34% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 426 437 182 195 <br /> LT Vol � 115 128 53 10 - <br /> Through Vol 272 169 121 119 <br /> RT Vol 1 39 140 8 66 - <br /> Lane Flow Rate 448 460 192 205 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.853 0.855 0.405 0.419 <br /> Departure Headway(Hd) 6.845 6.69 7.617 7.355 - <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap M 529 543 471 489 - <br /> Service Time 4.9 4.745 5.694 5.429 <br /> HCM Lane V/C Ratio 0.847 0.847 0.408 0.419 - <br /> HCM Control Delay 38 37.6 15.8 15.7 <br /> HCM Lane LOS E E C C <br /> HCM 95th-tile Q 9 9.1 1.9 2 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />