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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 10.7 <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 24 172 20 48 174 13 28 44 56 19 66 22 <br /> Future Vol,veh/h 24 172 20 48 174 13 28 44 56 19 66 22 <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 29 210 24 53 193 14 32 51 64 26 89 30 <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 11.1 11.2 9.8 10 <br /> HCM LOS B B A A <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 22% 11% 20% 18% <br /> Vol Thru,% 34% 80% 74% 62% <br /> Vol Right,% 44% 9% 6% 21% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 128 216 235 107 <br /> LT Vol 28 24 48 19 <br /> Through Vol 44 172 174 66 <br /> RT Vol 56 20 13 22 <br /> Lane Flow Rate 147 263 261 145 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.218 0.373 0.372 0.219 <br /> Departure Headway(Hd) 5.325 5.094 5.135 5.457 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 674 706 700 658 <br /> Service Time 3.36 3.122 3.164 3.491 <br /> HCM Lane V/C Ratio 0.218 0.373 0.373 0.22 <br /> HCM Control Delay 9.8 11.1 11.2 10 <br /> HCM Lane LOS A B B A <br /> HCM 95th-tile Q 0.8 1.7 1.7 0.8 <br /> Pock Lane Residential TIS: Existing Conditions, 10/26/20214:00 pm Synchro 11 Report <br /> TJKM Page 3 <br />