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HCM: SIGNALIZED INTERSECTION SUMMARY <br /> III ' <br /> Center For Microcomputers In Transportation <br /> Streets: (E-W) Highway 10 (N-S) Silver Lake Road <br /> Analyst : Wm Smith File Name: BUILDSLR.HC9 <br /> Area Type: Other 3-19-97 PM Peak <br /> Comment : Build Development <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 > 2 < 1 > 2 < <br /> Volumes 42 1046 87 61 1838 27 212 200 6 24 61 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 /> NB Right * * EB RightIII <br /> SB Right * * WB Right <br /> Green 10A 60A Green 16A <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 263 0 . 17 0 . 14 28 . 8 D 9 . 1 B <br /> T 3960 2257 0 .51 0 .57 8 . 6 B <br /> R 1683 959 0 . 08 0 .57 6 .3 B <br /> WB L 1881 263 0 .24 0 .14 29 .2 D 16 . 0 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 1644 329 0 . 68 0 .20 31 . 9 D 28 . 1 D <br /> TR 1986 397 0 .54 0 .20 24 .1 C <br /> SB LTR 3037 607 0 . 18 0 .20 21 .4 C 21 .4 C <br /> Intersection Delay = 15 .2 (sec/veh) Intersection LOS = C <br />