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III <br /> HCM: SIGNALIZED INTERSECTION SUMMARY Version 2. 01-14-2000 <br /> III <br /> Center For Microcomputers In Transportation <br /> Streets: (E-W) MARINA BLVD IN-S) TEAGARDEN ST. <br /> Analyst: ST File Name: MATEEXAM.HC9 <br /> Area Type: Other 1-13-0 <br /> Comment: EXISTING CONDITIONS - AM PEAK HOUR <br /> 1 Eastbound 1 Westbound 1 Northbound 1 Southbound <br /> IL T RIL T AIL T R j L TR <br /> No. Lanes 1 1 3 1 1 1 2 < 0 j 1 > 1 1 1 0 > 2 < 0 <br /> Volumes 1 115 641 4281 120 745 111 243 12 441 13 27 65 <br /> Lane W (ft)112.0 12.0 12.0112.0 12.0 112.0 12.0 12.01 12.0 <br /> RTOR Vols I 01 0! 01 0 <br /> Lost Time 13.00 3.00 3.0013.00 3.00 3.00;3.00 3.00 3.0013.00 3.00 3.00 <br /> Signal Operations <br /> Phase Combination 1 2 3 4 j 5 6 7 8 <br /> ES Left * INB Left * <br /> Thru * I Thru * <br /> Right * I Right * <br /> Peds * j Peds * <br /> WB Left * * SSB Left * <br /> Thru * * I Thru * <br /> Right * * I Right * <br /> Peds * I Peds * <br /> NB Right IEB Right <br /> SB Right IWB Right <br /> Green 8.0P 2.0P 25.0P 1Green 7.0A 13.0A <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 /> ES L 202 1770 0.598 0.114 22.5 C 14.5 B <br /> T 1996 5588 0.372 0.357 10.8 B <br /> R 565 1583 0.798 0.357 18.5 C <br /> WB L 329 1770 0.383 0.186 16.5 C 10.7 B <br /> TR 1593 3717 0.525 0.429 9.8 B <br /> NB L 329 1770 0.779 0.186 25.2 D 23.4 C <br /> LT 346 1863 0.038 0.186 15.1 C <br /> R - 294 1583 0.156 0.186 15.5 C <br /> SB LTR 336 - 3359 0.342 0.100 19.2 C 19.2 C <br /> Intersection Delay = 14.4 sec/veh Intersection LOS = B <br /> Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.646 <br /> 41 <br />