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HCM 6th AWSC Timing Plan: AM Peak <br /> 3: Pock Ln & 8th St 05/0312022 <br /> Nersecti <br /> Intersection Delay,s/veh 18.8 <br /> Intersection LOS <br /> Movement EBT EBR WBL WBT B ng@dWSBL SB� <br /> Lane Configurations <br /> Traffic Vol,vehlh 186 49 92 157 15 113 76 116 22 97 24 <br /> Future Vol,veh/h 24 186 49 92 157 15 113 76 116 22 97 24 <br /> Peak Hour Faces 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 Flow26 200 53 101 173 16 159 107 163 29 128 32 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approa WB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Le EW 1 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right <br /> HCM Control Delay 16.2 17.1 23.9 13.5 <br /> W—NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 37% 9% 35% 15% <br /> Vol Thru,% 25% 72% 59% 68% <br /> Vol Right,% 38% 19% 6% 17% <br /> Sign Cont r Stop Stop Stop Stop <br /> Traffic Vol by Lane 305 259 264 143 <br /> LT Vol 113 24 92 22 <br /> Through Vol 76 186 157 97 <br /> RT Vol = 1R 49 15 24 <br /> Lane Flow Rate 430 278 290 188 <br /> Geometry Grp 1 1 <br /> Degree of Util(X) 0.728 0.505 0.534 0.353 <br /> Departure He§ay(Hd) 6.105 6.531 6.622 6.752 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap � 589-W9 0 543 529 <br /> Service Time 4.173 4.607 4.696 4.838 <br /> HCM Lane VIC Ratio 0.73 0.506 x.534 0.355 <br /> HCM Control Delay 23.9 16.2 17.1 13.5 <br /> HCM Lane LOS B <br /> HCM 95th-tile Q 6.1 2.8 3.1 1.6 <br /> Pock Lane Residential TIS: Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 3 <br />