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HCM 6th AWSC Timing Plan: AM Peak <br /> 4: Pock Ln & Carpenter Rd 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh14.4 <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 19 53 87 12 89 12 116 202 30 11 150 26 <br /> Future Vol,veh/h 19 53 87 12 89 12 116 202 30 11 150 26 <br /> Peak Hour Factor 0.72 0.72 0.72 0.77 0.77 0.77 0.88 0.88 0.88 0.62 0.62 0.62 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 26 74 121 16 116 16 132 230 34 18 242 42 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB ":B - NB - 6 <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 12.3 11.6 17.2 13.8 <br /> HCM LOS B B C B <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 33% 12% 11% 6% <br /> Vol Thru, % 58% 33% 79% 80% <br /> Vol Right,% 9% 55% 11% 14% <br /> Sign Control =1111111111111000 Stop Stop Stop Stop <br /> Traffic Vol by Lane 348 159 113 187 <br /> LT Vol _A 116 19 12 11 <br /> Through Vol 202 53 89 150 <br /> RT Vol 30 87 12 26 <br /> Lane Flow Rate 395 221 147 302 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.613 0.36 0.26 0.473 <br /> Departure Headway(Hd) 5.581 5.866 6.39 5.651 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 641 607 565 630 <br /> Service Time 3.665 3.964 4.39 3.744 <br /> HCM Lane V/C Ratio 0.616 0.364 0.26 0.479 <br /> HCM Control Delay 17.2 12.3 11.6 13.8 <br /> HCM Lane LOS C B B B <br /> HCM 95th-tile Q 4.2 1.6 1 2.5 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 4 <br />