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<br /> HCM: SIGNALIZED INTERSECT~ON SUMMARY Version 2,4C. 09-15-1998 I~ <br /> Center For M~crocomputers In Transportat~on <br /> -------------------------------------------------------------------- /, <br /> --------------------------------------------------------------------~= <br /> Streets: (E-W) TH 96 (N-S) ROUND LK BLVD <br /> Analyst: BRW, INC, File Name: RDLKFTMX.HC9 <br /> .Area Type: Other 8-26-98 PM PEAK <br /> Comment: ROUND LAKE BLVD/TH 96:DEV 2-2020 FORECAST+GATEWAY+MAX(1100 TRIF) <br /> ;;;;;================================================================== <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 1 1 1 1 <br /> Volumes 100 985 225 121 815 95 1057 1.0 571 100 10 10C <br /> PHF or PK15 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.9: <br /> Lane \>1 (ft) 12.0 12.0 12,0 12.0 12.0 12.0 12,0 12.0 12.0 12.0 12.0 12.0 <br /> Grade 0 0 0 0 <br /> % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Parking (Y/N) N (Y/N) N (Y/N) N (Y/N) N <br /> Bus Stops 0 0 0 0 <br /> Con. Peds 0 0 0 0 <br /> ped Button (Y/N) N (Y/N) N (Y/N) N (Y/N) N <br /> Arr Type 3 3 3 3 3 3 3 3 3 3 3 3 <br /> RTOR Vols 0 0 0 0 <br /> Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 <br /> Prop. Share <br /> Prop, Prot. <br /> ----------------------------------------------------------------------- <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 /> \<IB Left * SB Left * <br /> Thru * Thru * <br /> Right * Right * <br /> Peds * Peds * <br /> NB Right EB Right <br /> SB Right HB Right <br /> Green 5.9P 23.1P Green 25.6P 5.5P <br /> Yellow/AR 5.0 5.0 Yellow/AR 5.0 5.0 <br /> Cycle Length: 80 sees phase combination order: #1 #2 #5 #6 <br /> ----------------------------------------------------------------------- <br /> Intersection Performance Summary <br /> Lane Group: Adj Sat v/c g/C Approach: <br /> ~lvmts Cap Flow Ratio Ratio Delay LOS Delay LOS <br /> ----- - - - - ------- ----- ----- ----- - - - ----- - - - <br /> EB L 175 1770 0.636 0.099 31. 5 D 34.0 D <br /> T 1167 3725 0.984 0.313 37.B D <br /> R 496 1583 0.504 0.313 17.8 C <br /> \'18 L 175 1770 0.768 0.099 39.0 D 23.7 C <br /> T 1167 3725 0.815 0.313 22.5 C <br /> R 496 1583 0.214 0.313 15.4 C <br /> NB L 1219 3539 0.991 0.345 37.9 D 31.6 D <br /> T 886 1863 0.012 0.476 8.4 B <br /> R 753 1583 0.842 0.476 20.0 C <br /> .SB L 160 1707 0.694 0.094 34.9 D 36.6 D <br /> T 174 1863 0.063 0.094 25.2 D <br /> R 148 1583 0.749 0.094 39.3 D <br /> Intersection Delay = 30.6 sec/veh Intersection LOS = D <br /> Lost Time/Cycle, L = 12.0 see Critical v/e (xl = 0.936 <br /> ----------------------------------------------------------------------- <br />