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HCM 6th AWSC Timing Plan: PM Peak <br /> 5: Pock Ln & Togninali Ln 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh 9.7 <br /> Intersection LOS A <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations '+ <br /> Traffic Vol,veh/h 34 7 17 34 3 56 58 98 77 87 73 64 <br /> Future Vol,veh/h 34 7 17 34 3 56 58 98 77 87 73 64 <br /> Peak Hour Factor 0.85 0.85 0.85 0.83 0.83 0.83 0.75 0.75 0.75 0.75 0.75 0.75 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 40 8 20 41 4 67 77 131 103 116 97 85 <br /> Number of Lanes 1 1 0 0 1 0 0 2 0 0 2 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 2 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 2 2 1 2 <br /> HCM Control Delay 9.5 10.1 9.6 9.8 <br /> HCM LOS A B A A <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 54% 0% 100% 0% 37% 70% 0% <br /> Vol Thru,% 46% 39% 0% 29% 3% 30% 36% <br /> Vol Right,% 0% 61% 0% 71% 60% 0% 64% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 107 126 34 24 93 124 101 <br /> LT Vol 58 0 34 0 34 87 0 <br /> Through Vol 49 49 0 7 3 37 37 <br /> RT Vol 0 77 0 17 56 0 64 <br /> Lane Flow Rate 143 168 40 28 112 165 134 <br /> Geometry Grp 7 7 7 7 6 7 7 <br /> Degree of Util (X) 0.223 0.23 0.075 0.045 0.179 0.262 0.183 <br /> Departure Headway(Hd) 5.637 4.932 6.734 5.726 5.746 5.724 4.92 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 632 721 535 629 619 622 722 <br /> Service Time 3.417 2.713 4.434 3.426 3.841 3.506 2.701 <br /> HCM Lane V/C Ratio 0.226 0.233 0.075 0.045 0.181 0.265 0.186 <br /> HCM Control Delay 10.1 9.2 10 8.7 10.1 10.6 8.8 <br /> HCM Lane LOS B A A A B B A <br /> HCM 95th-tile Q 0.8 0.9 0.2 0.1 0.6 1 0.7 <br /> Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 5 <br />