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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 13.2 <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 58 112 174 13 50 49 94 19 72 22 <br /> Future Vol,veh/h 24 172 58 112 174 13 50 49 94 19 72 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 71 124 193 14 57 56 108 26 97 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 13.5 14.6 12 11.3 <br /> HCM LOS B B B B <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 26% 9% 37% 17% <br /> Vol Thru,% 25% 68% 58% 64% <br /> Vol Right,% 49% 23% 4% 19% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 193 254 299 113 <br /> LT Vol 50 24 112 19 <br /> Through Vol 49 172 174 72 <br /> RT Vol 94 58 13 22 <br /> Lane Flow Rate 222 310 332 153 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.355 0.473 0.518 0.257 <br /> Departure Headway(Hd) 5.769 5.496 5.614 6.068 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 619 650 638 588 <br /> Service Time 3.848 3.566 3.682 4.155 <br /> HCM Lane V/C Ratio 0.359 0.477 0.52 0.26 <br /> HCM Control Delay 12 13.5 14.6 11.3 <br /> HCM Lane LOS B B B B <br /> HCM 95th-tile Q 1.6 2.5 3 1 <br /> Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 3 <br />