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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 12.5 <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 28 203 24 57 206 15 33 52 66 22 78 26 <br /> Future Vol,veh/h 28 203 24 57 206 15 33 52 66 22 78 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 29 63 229 17 38 60 76 30 105 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 13.2 13.3 11 11.2 <br /> HCM LOS B B B B <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 22% 11% 21% 17% <br /> Vol Thru,% 34% 80% 74% 62% <br /> Vol Right,% 44% 9% 5% 21% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 151 255 278 126 <br /> LT Vol 33 28 57 22 <br /> Through Vol 52 203 206 78 <br /> RT Vol 66 24 15 26 <br /> Lane Flow Rate 174 311 309 170 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.276 0.468 0.468 0.277 <br /> Departure Headway(Hd) 5.73 5.414 5.456 5.86 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 623 662 658 610 <br /> Service Time 3.797 3.468 3.511 3.928 <br /> HCM Lane V/C Ratio 0.279 0.47 0.47 0.279 <br /> HCM Control Delay 11 13.2 13.3 11.2 <br /> HCM Lane LOS B B B B <br /> HCM 95th-tile Q 1.1 2.5 2.5 1.1 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 3 <br />