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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.• 01-14-2000 • <br /> Center For Microcomputers In Transportation <br /> Streets: (E-W) MARINA BLVD (N-S) MERCED ST <br /> Analyst: ST File Name: MAMEREXA.HC9 <br /> Area Type: Other 1-13-0 <br /> Comment: EXISTING CONDITIONS - AM PEAK HOUR <br /> 1 Eastbound I Westbound 1 Northbound 1 Southbound <br /> IL T R I L T R I L T R I L TR <br /> No. Lanes 11 3 c 0 1 2 2 < 0 11 2 2 1 2 2 1 <br /> Volumes 25 557 171 652 575 1931 98 163 4281 163 178 45 <br /> Lane W (ft)112.0 12.0 112.0 12.0 112.0 12.0 12.0112.0 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 3.0013.00 3.00 3.00 <br /> Signal Operations <br /> Phase Combination 1 2 3 4 1 5 6 7 8 <br /> EB Left * QNB Left * <br /> Thru * I Thru * <br /> Right * I Right * <br /> Peds * I Peds * <br /> WB Left * * 1SB Left * * <br /> Thru * * I Thru * * <br /> Right * * I Right * <br /> Peds * 1 Peds * <br /> NB Right * * IEB Right <br /> SH Right IWB Right <br /> Green 15.OA 15.0A 40.OA 1Green 9.OA B.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 0.122 0.120 31.7 D 21.7 C <br /> TR 1780 5563 0.373 0.320 21.3 C <br /> WB L 934 3539 0.757 0.264 29.8 D 22.0 C <br /> TR 1663 3585 0.510 0.464 15.4 C <br /> NB L 127 1770 0.808 0.072 57.3 E 24.6 C <br /> T 596 3725 0.304 0.160 30.0 D <br /> R 1343 3167 0.380 0.424 16.1 C <br /> SE L 566 3539 0.313 0.160 30.1 D 26.6 D <br /> T 924 3725 0.212 0.248 24.1 C <br /> R 393 1583 0.120 0.248 23.5 C <br /> Intersection Delay = 23.1 sec/veh Intersection LOS = C <br /> Lost Time/Cycle, L = 12.0 sec Critical v/c(x) - 0.476 <br />