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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) MERCED ST <br /> Analyst: ST File Name: MAMEEXPM.HC9 <br /> Area Type: Other 1-13-0 <br /> Comment: EXISTING CONDITIONS - PM PEAK HOUR <br /> I Eastbound I Westbound 1 Northbound 1 Southbound <br /> IL T AIL T EL T RIL TR <br /> No. Lanes 11 3 c 0 1 2 2 c 0 1 1 2 2 1 2 2 1 <br /> Volumes I 56 701 541 488 608 1281 75 185 8991 312 162 23 <br /> Lane W (ft)112.0 12.0 112.0 12.0 112.0 12.0 12.0 12.0 12.0 12.0 <br /> RTOR Vols 1 01 01 01 0 <br /> Lost Time 13.00 3.00 3.0013.00 3.00 3.0013.00 3.00 3.00 3.00 3.00 3.00 <br /> Signal Operations <br /> Phase Combination 1 2 3 4 1 5 6 7 8 <br /> ES Left * QNB Left * <br /> Thru * I Thru * <br /> Right * I Right * <br /> Peds * I Peds <br /> WE Left * * SSB Left * * <br /> Thru * * I Thru * * <br /> Right * * I Right * * <br /> Peds * I Peds • <br /> NB Right * * lEB Right <br /> SB Right 1WB Right <br /> Green 15.0A 15.OA 40.0A 1Green 10.0A 7.OA 20.OA <br /> Yellow/AR 3.0 3.0 3.0 Yellow/AR 3.0 3.0 3.0 <br /> Cycle Length: 125 secs Phase combination order: #1 #2 #3 #5 #6 #7 <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 212 1770 0.267 0.120 32.6 D 23.0 C <br /> TR 1769 5528 0.495 0.320 22.4 C <br /> WE L 934 3539 0.566 0.264 26.3 D 19.5 C <br /> TR 1683 3628 0.484 0.464 15.1 C <br /> NB L 142 1770 0.558 0.080 39.3 D 24.8 C <br /> T 596 3725 0.344 0.160 30.3 D <br /> R 1343 3167 0.796 0.424 22.6 C <br /> SB L 566 3539 0.597 0.160 32.8 D 29.6 D <br /> T 894 3725 0.201 0.240 24.5 C . <br /> R 380 1583 0.063 0.240 23.7 C <br /> Intersection Delay - 23.3 sec/veh Intersection LOS - C <br /> Lost Time/Cycle, L - 9.0 sec Critical v/c(x) = 0.637 <br /> #411 <br />