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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 9.6 <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 79 77 87 63 64 <br /> Future Vol,veh/h 34 7 17 34 3 56 58 79 77 87 63 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 77 105 103 116 84 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 9.4 10 9.4 9.6 <br /> HCM LOS A A A A <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 59% 0% 100% 0% 37% 73% 0% <br /> Vol Thru,% 41% 34% 0% 29% 3% 27% 33% <br /> Vol Right,% 0% 66% 0% 71% 60% 0% 67% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 98 117 34 24 93 119 96 <br /> LT Vol 58 0 34 0 34 87 0 <br /> Through Vol 40 40 0 7 3 32 32 <br /> RT Vol 0 77 0 17 56 0 64 <br /> Lane Flow Rate 130 155 40 28 112 158 127 <br /> Geometry Grp 7 7 7 7 6 7 7 <br /> Degree of Util (X) 0.204 0.21 0.073 0.043 0.176 0.25 0.172 <br /> Departure Headway(Hd) 5.642 4.876 6.54 5.534 5.664 5.705 4.863 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 632 730 543 640 627 626 732 <br /> Service Time 3.411 2.645 4.335 3.328 3.749 3.476 2.633 <br /> HCM Lane V/C Ratio 0.206 0.212 0.074 0.044 0.179 0.252 0.173 <br /> HCM Control Delay 9.9 9 9.9 8.6 10 10.4 8.7 <br /> HCM Lane LOS A A A A A B A <br /> HCM 95th-tile Q 0.8 0.8 0.2 0.1 0.6 1 0.6 <br /> Pock Lane Residential TIS: Existing Conditions, 10/26/20214:00 pm Synchro 11 Report <br /> TJKM Page 5 <br />