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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.S 01-14-2000 • <br /> Center For Microcomputers In Transportation <br /> Streets: (E-W) MARINA BLVD (N-S) TEAGARDEN ST. <br /> Analyst: ST File Name: MATEEPAM.HC9 <br /> Area Type: Other 1-13-0 <br /> Comment: EXISTING PLUS PROJECT CONDITIONS - AM PEAK HOUR <br /> I Eastbound I Westbound I Northbound I Southbound <br /> IL T RIL T RIL T RIL = R <br /> No. Lanes 11 3 1 1 1 2 < 0 11 > 1 1 1 0 > 2 < 0 <br /> Volumes 1115 649 4531 128 752 111 262 13 501 13 27 65 <br /> Lane W (ft)I12.0 12.0 12.0112.0 12.0 112.0 12.0 12.0 =2.0 <br /> RTOR Vols 1 01 01 01 0 <br /> Lost Time 13.00 3.00 3.0013.00 3.00 3.00,:3.00 3.00 3.0013.00 2.00 3.00 <br /> Signal Operations <br /> Phase Combination 1 2 34 I 5 6 7 8 <br /> EH Left * INS Left <br /> Thru * 1 Thru * <br /> Right • I Right * <br /> Peds * I Peds * <br /> WB Left * * 1SB 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 25.0? IGreen 7.0A 13.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 202 1770 0.598 0.114 22.5 C 15.5 C <br /> T 1996 5588 0.376 0.357 10.9 B <br /> R 565 1583 0.844 0.357 21.2 C <br /> WB L 329 1770 0.411 0.186 16.7 C 10.8 B <br /> TR 1593 3717 0.530 0.429 9.8 B <br /> NB L 329 1770 0.840 0.186 29.7 D 26.9 D <br /> LT 346 1863 0.040 0.186 15.1 C <br /> R 294 1583 0.180 0.186 15.5 C <br /> SB LTR 336 3359 0.342 0.100 19.2 C 19.2 C <br /> Intersection Delay = 15.4 sec/veh Intersection LOS = C <br /> Lost Time/Cycle, L = 12.0 sec Critical v/c(x) = 0.685 <br /> 44 <br />