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• • <br /> HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 01-14-2000 <br /> Center For Microcomputers In Transportation <br /> Streets: (E-W) MARINA BLVD CN-S) TEAGARDEN ST. <br /> Analyst: ST File Name: MATEEPPM.HC9 <br /> Area Type: Other 1-13-0 <br /> Comment: EXISTING PLUS PROJECT CONDIT=oNS - PM PEAK HOUR <br /> 1 Eastbound 1 Westbound ( Northbound 1 Southbound <br /> IL T R L T R I L T EL TR <br /> No. Lanes 1 1 3 1 1 1 2 < 0 ; 1 > 1 1 1 0 > 2 < 0 <br /> Volumes 1196 941 3021 177 768 20!, 565 32 1141 10 36 53 <br /> Lane W (ft)112.0 12.0 12.0 12.0 12.0 X12.0 12.0 12.01 12.0 <br /> RTOR Vols 1 01 Si 01 0 <br /> Lost Time 13.00 3.00 3.0013.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 <br /> Signal Operations <br /> Phase Combination 1 2 3 4 i 5 6 7 8 <br /> EB Left * * !NB Left * <br /> Thru * * Thru * <br /> Right * * I Right * <br /> Peds * I Peds * <br /> WB Left * ;SB Left * <br /> Thru * Thru * <br /> Right * Right * <br /> Peds, * , Peds * <br /> NB Right ;EB Right <br /> SB Right IWB Right <br /> Green 8.09 2.OP 17.0P ;Green 4.0A 24.OA <br /> Yellow/AR 3.0 3.0 3.0 ;Yellow/AR 3.0 3.0 <br /> Cycle Length: 70 secs Phase combination order: #1 #2 #3 #5 #6 <br /> Intersection Performance Summary <br /> Lane Group: Adj Sat v/c g/C Approach: <br /> Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS <br /> EB L 329 1770 0.627 0.186 19.6 C 14.8 B <br /> T 1756 5588 0.621 0.314 13.7 B <br /> R 498 1583 0.639 0.314 15.2 C <br /> WB L 202 1770 0.920 0.114 49.3 E 36.0 0 <br /> TR 901 3711 0.965 0.243 33.2 D <br /> NB L 607 1770 0.981 0.343 38.4 D 32.7 D <br /> LT 639 1863 0.053 0.343 9.9 B <br /> R 543 1583 0.221 0.343 10.6 B <br /> SB LTR 195 3410 0.565 0.057 23.5 C 23.5 C <br /> Intersection Delay . 25.2 sec/veh Intersection LOS s D <br /> Lost Time/Cycle, L . 12.0 sec Critical v/c(x) . 0.868 <br /> AI %I <br />