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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/veh12.1 <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 16 45 74 10 75 10 98 177 25 9 144 22 <br /> Future Vol,veh/h 16 45 74 10 75 10 98 177 25 9 144 22 <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 22 63 103 13 97 13 111 201 28 15 232 35 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB ":B A1D c 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 10.8 10.5 13.5 12.1 <br /> HCM LOS B B B B <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 33% 12% 11% 5% <br /> Vol Thru, % 59% 33% 79% 82% <br /> Vol Right,% 8% 55% 11% 13% <br /> Sign Control =1111111111111000 Stop Stop Stop Stop <br /> Traffic Vol by Lane 300 135 95 175 <br /> LT Vol _A 98 16 10 9 <br /> Through Vol 177 45 75 144 <br /> RT Vol 25 74 10 22 <br /> Lane Flow Rate 341 188 123 282 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.5 0.287 0.202 0.415 <br /> Departure Headway(Hd) 5.281 5.509 5.892 5.292 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 682 651 607 677 <br /> Service Time 3.326 3.563 3.953 3.338 <br /> HCM Lane V/C Ratio 0.5 0.289 0.203 0.417 <br /> HCM Control Delay 13.5 10.8 10.5 12.1 <br /> HCM Lane LOS B B B B <br /> HCM 95th-tile Q 2.8 1.2 0.8 2 <br /> Pock Lane Residential TIS:Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 4 <br />