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HCM 6th AWSC Timing Plan: PM Peak <br /> 4: Pock Ln & Carpenter Rd 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh10.5 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - <br /> Lane Configurations <br /> Traffic Vol,veh/h 18 140 70 24 11 2 50 116 20 3 127 19 <br /> Future Vol,veh/h 18 140 70 24 11 2 50 116 20 3 127 19 <br /> Peak Hour Factor 0.78 0.78 0.78 0.70 0.70 0.70 0.89 0.89 0.89 0.70 0.70 0.70 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 23 179 90 34 16 3 56 130 22 4 181 27 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB ":B NB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 1 1 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 ' 1 1 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 1 1 1 1 <br /> HCM Control Delay 11.2 9.1 10.3 10.2 <br /> HCM LOS B A B B <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 27% 8% 65% 2% <br /> Vol Thru, % 62% 61% 30% 85% <br /> Vol Right,% 11% 31% 5% 13% <br /> Sign Control =111111111111000 Stop Stop Stop Stop <br /> Traffic Vol by Lane 186 228 37 149 <br /> LT Vol _A 50 18 24 3 <br /> Through Vol 116 140 11 127 <br /> RT Vol 20 70 2 19 <br /> Lane Flow Rate 209 292 53 213 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.294 0.395 0.082 0.295 <br /> Departure Headway(Hd) 5.057 4.869 5.591 4.994 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 702 731 645 711 <br /> Service Time 3.152 2.955 3.591 3.089 <br /> HCM Lane V/C Ratio 0.298 0.399 0.082 0.3 <br /> HCM Control Delay 10.3 11.2 9.1 10.2 <br /> HCM Lane LOS B B A B <br /> HCM 95th-tile Q 1.2 1.9 0.3 1.2 <br /> Pock Lane Residential TIS:Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 4 <br />