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O HCM: SIGNALIZED INTERSECTION SUMMARY <br /> Center For Microcomputers In Transportation <br /> Streets : (E-W) Highway 10 (N-S) Silver Lake Road <br /> Analyst : Wm Smith File Name: SLRD.HC9 <br /> Area Type : Other 3-19-97 PM Peak <br /> Comment : No-Build Existing <br /> Eastbound Westbound Northbound Southbound <br /> L T R L T R L T R L T R <br /> ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- <br /> No. Lanes 1 2 1 1 2 1 I > 2 < 1 > 2 < <br /> Volumes 42 995 72 19 1838 27 158 187 5 17 55 15 <br /> Lane Width 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 <br /> RTOR Vols 10 15 3 3 <br /> Signal Operations <br /> Phase combination 1 2 3 4 5 6 7 8 <br /> EB Left * NB Left * <br /> Thru * Thru * <br /> Right * Right * <br /> Peds Peds <br /> WB Left * SB Left * <br /> Thru * Thru * <br /> Right * Right * <br /> Peds Peds <br /> ill NB Right * EB Right <br /> SB Right * WB Right <br /> Green 15A 60A Green 11A <br /> Yellow/A-R 7 0 Yellow/A-R 7 <br /> Lost Time 3 . 0 . 3 . 0 Lost Time 3 . 0 <br /> Cycle Length: 100 secs Phase combination order: #1 #2 #5 <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 1881 357 0 .12 0 . 19 25 . 5 D 8 . 9 B <br /> T 3960 2257 0 .49 0 .57 8 .4 B <br /> R 1683 959 0 . 07 0 .57 6 .2 B <br /> WB L 1881 357 0 . 06 0 .19 25 .2 D 15 . 6 C <br /> T 3960 2257 0 . 90 0 .57 15 . 6 C <br /> R 1683 959 0 . 01 0 .57 6 . 0 B <br /> NB DfL 1750 262 0 . 63 0 . 15 33 . 7 D 31 . 3 D <br /> TR 1987 298 0 . 67 0 . 15 29 .2 D <br /> SB LTR 2983 447 0 .21 0 .15 24 . 1 C 24 . 1 C <br /> Intersection Delay = 15 . 2 (sec/veh) Intersection LOS = C <br />