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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 11.2 <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 20 157 32 62 133 13 67 59 52 19 80 20 <br /> Future Vol,veh/h 20 157 32 62 133 13 67 59 52 19 80 20 <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 22 169 34 68 146 14 94 83 73 25 105 26 <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 11.4 11.5 10.3 <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 178 209 208 119 <br /> LT Vol 67 20 62 19 <br /> Through Vol 59 157 133 80 <br /> RT Vol 52 32 13 20 <br /> Lane Flow Rate 251 225 229 157 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util (X) 0.372 0.335 0.346 0.241 <br /> Departure Headway(Hd) 5.344 5.368 5.451 5.534 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 672 670 658 647 <br /> Service Time 3.387 3.411 3.494 3.581 <br /> HCM Lane V/C Ratio 0.374 0.336 0.348 0.243 <br /> HCM Control Delay 11.5 11.1 11.4 10.3 <br /> HCM Lane LOS B B B B <br /> HCM 95th-tile Q 1.7 1.5 1.5 0.9 <br /> Pock Lane Residential TIS: Existing Conditions, 10/26/20217:00 am Synchro 11 Report <br /> TJKM Page 3 <br />