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HCM 6th AWSC Timing Plan: AM Peak <br /> 3: Pock Ln & 8th St 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh 13.9 <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 20 157 43 81 133 13 101 65 107 19 82 20 <br /> Future Vol,veh/h 20 157 43 81 133 13 101 65 107 19 82 20 <br /> Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.71 0.71 0.71 0.76 0.76 0.76 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 22 169 46 89 146 14 142 92 151 25 108 26 <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 12.7 13.3 16.2 11.3 <br /> HCM LOS B B C B <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 37% 9% 36% 16% <br /> Vol Thru,% 24% 71% 59% 68% <br /> Vol Right,% 39% 20% 6% 17% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 273 220 227 121 <br /> LT Vol 101 20 81 19 <br /> Through Vol 65 157 133 82 <br /> RT Vol 107 43 13 20 <br /> Lane Flow Rate 385 237 249 159 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.588 0.386 0.414 0.266 <br /> Departure Headway(Hd) 5.505 5.871 5.974 6.009 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 650 608 599 592 <br /> Service Time 3.583 3.961 4.061 4.108 <br /> HCM Lane V/C Ratio 0.592 0.39 0.416 0.269 <br /> HCM Control Delay 16.2 12.7 13.3 11.3 <br /> HCM Lane LOS C B B B <br /> HCM 95th-tile Q 3.8 1.8 2 1.1 <br /> Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 3 <br />