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HCM 6th AWSC Timing Plan: AM 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 24 186 38 73 157 15 79 70 61 22 95 24 <br /> Future Vol,veh/h 24 186 38 73 157 15 79 70 61 22 95 24 <br /> Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.71 0.71 0.71 0.76 0.76 0.76 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 26 200 41 80 173 16 111 99 86 29 125 32 <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 13.5 13.9 11.8 <br /> HCM LOS B B B B <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 38% 10% 30% 16% <br /> Vol Thru,% 33% 75% 64% 67% <br /> Vol Right,% 29% 15% 6% 17% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 210 248 245 141 <br /> LT Vol 79 24 73 22 <br /> Through Vol 70 186 157 95 <br /> RT Vol 61 38 15 24 <br /> Lane Flow Rate 296 267 269 186 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.472 0.428 0.439 0.309 <br /> Departure Headway(Hd) 5.748 5.781 5.865 5.992 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 621 619 608 594 <br /> Service Time 3.833 3.867 3.95 4.089 <br /> HCM Lane V/C Ratio 0.477 0.431 0.442 0.313 <br /> HCM Control Delay 13.9 13.2 13.5 11.8 <br /> HCM Lane LOS B B B B <br /> HCM 95th-tile Q 2.5 2.1 2.2 1.3 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 3 <br />