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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g' 01-14-2000 • <br /> Center For Microcomputers In Transportation <br /> Streets: (E-W) MARINA BLVD (N-S) TEAGARDEN ST. <br /> Analyst: ST File Name: MATEEXPM.HC9 <br /> Area Type: Other 1-13-0 <br /> Comment: EXISTING CONDITIONS - PM PEAK HOUR <br /> I Eastbound I Westbound I Northbound I Southbound <br /> L T RIL T R L T R L TR <br /> No. Lanes 11 3 1 11 2 < 0 11 > 1 1 10 > 2 c 0 <br /> Volumes 1 196 915 2941 174 742 201 540 32 1061 10 36 53 - <br /> Lane W (ft)112.0 12.0 12.0 12.0 12.0 112.0 12.0 12.01 12.0 <br /> RTOR Vols I 01 01 01 0 <br /> Lost Time 13.00 3.00 3.003.00 3.00 3.003.00 3.00 3.003.00 3.00 3.00 <br /> Signal Operations <br /> Phase Combination 1 2 3 4 I 5 6 7 8 <br /> EH Left * * QNB Left * <br /> Thru * * I Thru * <br /> Right * * I Right <br /> Peds * I Peds * <br /> WS Left * SSB Left * <br /> Thru * I Thru <br /> Right * I Right * <br /> Peds * I Peds * <br /> NB Right SEB Right <br /> SB Right AWB Right <br /> Green 8.0P 2.0P 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 14.6 B <br /> T 1756 5588 0.603 0.314 13.5 B <br /> R 498 1583 0.621 0.314 14.9 B <br /> WE L 202 1770 0.905 0.114 46.5 E 31.9 D <br /> TR 901 3711 0.934 0.243 28.7 D <br /> NB L 607 1770 0.936 0.343 30.4 D 26.3 0 <br /> LT 639 1863 0.053 0.343 9.9 B <br /> R 543 1583 0.206 0.343 10.5 B <br /> SB LTR 195 3410 0.565 0.057 23.5 C 23.5 C <br /> Intersection Delay = 22.5 sec/veh Intersection LOS = C <br /> Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.841 <br /> 41 tel <br />