Laserfiche WebLink
HCM: SIGNALIZED INTERSECTION SUMMARY <br /> Center For Microcomputers In Transportation <br /> III <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 TRLTRLTRLTR <br /> No. Lanes 1 2 1-- -i-- 2- --1--�- --�-2--<- --�- -- - -;-- <br /> > 2 < <br /> Volumes 34 1045 90 99 1838 27 222 195 24 21 58 15 <br /> Lane Width 12 . 0 12 . 0 12 . 0 12 . 0 12 .0 12 . 0 12 .0 12 . 0 <br /> RTOR Vols 20 15 10 10 <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 /> • SB Right * *EB Right <br /> WB Right <br /> Green 10A 51A Green 24A <br /> Yellow/A-R 5 5 Yellow/A-R 5 <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 226 0 .16 0 .12 30 . 0 D 10 . 7 B <br /> T 3960 2099 0 .55 0 .53 10 .3 B <br /> R 1683 892 0 . 08 0 .53 7 .5 B <br /> WB L 1881 226 0 .46 0 . 12 32 . 2 D 23 . 3 C <br /> T 3960 2099 0 .97 0 .53 22 . 9 C <br /> R 1683 892 0 . 01 0 .53 7 .2 3 <br /> NB DfL 1639 426 0 .55 0 .26 25 .4 D 22 .9 C <br /> TR 1972 513 0 .43 0 .26= 20 .2 C <br /> SB LTR 3193 830 0 . 11 0 .26 18 .2 C 18 .2 C <br /> Intersection Delay = 19 .1 (sec/veh) Intersection LOS = C <br /> S <br />