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HCM 6th AWSC Timing Plan: PM Peak <br /> 3: Pock Ln & 8th St 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh 17 <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 28 203 62 121 206 15 55 57 104 22 84 26 <br /> Future Vol,veh/h 28 203 62 121 206 15 55 57 104 22 84 26 <br /> Peak Hour Factor 0.82 0.82 0.82 0.90 0.90 0.90 0.87 0.87 0.87 0.74 0.74 0.74 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 34 248 76 134 229 17 63 66 120 30 114 35 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 1 1 1 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 1 1 1 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 1 1 1 1 <br /> HCM Control Delay 17.7 19.8 14.4 13.1 <br /> HCM LOS C C B B <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 25% 10% 35% 17% <br /> Vol Thru,% 26% 69% 60% 64% <br /> Vol Right,% 48% 21% 4% 20% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 216 293 342 132 <br /> LT Vol 55 28 121 22 <br /> Through Vol 57 203 206 84 <br /> RT Vol 104 62 15 26 <br /> Lane Flow Rate 248 357 380 178 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.44 0.598 0.646 0.333 <br /> Departure Headway(Hd) 6.383 6.028 6.123 6.721 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 564 597 589 533 <br /> Service Time 4.444 4.085 4.178 4.787 <br /> HCM Lane V/C Ratio 0.44 0.598 0.645 0.334 <br /> HCM Control Delay 14.4 17.7 19.8 13.1 <br /> HCM Lane LOS B C C B <br /> HCM 95th-tile Q 2.2 3.9 4.6 1.5 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 3 <br />