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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/veh11.8 <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 21 166 83 28 13 2 59 115 24 4 138 22 <br /> Future Vol,veh/h 21 166 83 28 13 2 59 115 24 4 138 22 <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 27 213 106 40 19 3 66 129 27 6 197 31 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB iB NB L <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 13 9.6 11.1 11.2 <br /> HCM LOS B A B B <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 30% 8% 65% 2% <br /> Vol Thru, % 58% 61% 30% 84% <br /> Vol Right,% 12% 31% 5% 13% <br /> Sign Control dmq&. Stop Stop Stop Stop <br /> Traffic Vol by Lane 198 270 43 164 <br /> LT Vol _A 59 21 28 4 <br /> Through Vol 115 166 13 138 <br /> RT Vol 24 83 2 22 <br /> Lane Flow Rate 222 346 61 234 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.334 0.491 0.1 0.347 <br /> Departure Headway(Hd) 5.402 5.108 5.854 5.325 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 665 706 611 675 <br /> Service Time 3.44 3.142 3.903 3.362 <br /> HCM Lane V/C Ratio 0.334 0.49 0.1 0.347 <br /> HCM Control Delay 11.1 13 9.6 11.2 <br /> HCM Lane LOS B B A B <br /> HCM 95th-tile Q 1.5 2.7 0.3 1.6 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 4 <br />