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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/veh15.5 <br /> Intersection LOS C <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 12 116 208 30 11 167 26 <br /> Future Vol,veh/h 19 53 87 12 89 12 116 208 30 11 167 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 16 132 236 34 18 269 42 <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 12.7 12 18.6 15.2 <br /> HCM LOS B B C C <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 =11111111111111bE Stop Stop Stop Stop <br /> Traffic Vol by Lane 354 159 113 204 <br /> LT Vol _A 116 19 12 11 <br /> Through Vol 208 53 89 167 <br /> RT Vol 30 87 12 26 <br /> Lane Flow Rate 402 221 147 329 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.644 0.373 0.266 0.531 <br /> Departure Headway(Hd) 5.762 6.087 6.53 5.814 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 628 590 549 622 <br /> Service Time 3.774 4.135 4.582 3.829 <br /> HCM Lane V/C Ratio 0.64 0.375 0.268 0.529 <br /> HCM Control Delay 18.6 12.7 12 15.2 <br /> HCM Lane LOS C B B C <br /> HCM 95th-tile Q 4.6 1.7 1.1 3.1 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 4 <br />