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CCP 10-19-1998
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CCP 10-19-1998
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<br /> ~.~ <br /> HCM: SIGNALIZED INTERSECTION SUM~~Y Version 2.4c 09-15-1998 <br /> ~ Center For Microcomputers In Transportation <br /> tt====================================================================== <br /> . treets: (E-W) TH 96 (N-S) ROUND LK BLVD <br /> Analyst: BRW, INC, File Name: RDLKEXMX.HC9 <br /> Area Type: Other 8-26-98 PM PEAK trip) . <br /> Comment: ROUND LAKE BLVD/TH 96:DEVl - EXISTING + GATEWAY + MAX(1650 ======================================================================= <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 46 606 285 153 408 12 1353 10 730 8 10 34 <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 0.90 <br /> Lane W ( 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. Proto <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 /> ~'18 Left * SB Left * <br /> Thru * * Thru * <br /> Right * * Right * <br /> Peds * * Peds * <br /> NB Right EB Right <br /> S8 Right ~'IB Right <br /> Green 9.2P 18.7P Green 37.1P 5.0P <br /> Yello\<I/AR 5.0 5.0 Yello\<I/AR 5.0 5.0 <br /> Cycle Length: 90 secs Phase combination order: #1 #2 #5 #6 <br /> ----------------------------------------------------------------------- <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 /> ----- - - - - ------- - - - - - ----- ----- - - - ----- - - - <br /> E8 L 150 652 0.340 0.230 22.5 C 32.1 D <br /> T 857 3725 0.825 0.230 29.7 D <br /> R 364 1583 0.871 0.230 39.1 D <br /> \';8 L 220 1770 0.772 0.124 39.4 D 21.1 C <br /> T 1444 3725 0.330 0.388 14.7 B <br /> R 614 1583 0.021 0.388 12.9 B <br /> ~;8 L 1537 3539 1.007 0.434 38.5 D 34.6 D <br /> T 1016 1863 0.011 0.546 7.1 8 <br /> R 864 1583 0.939 0.546 27.4 D <br /> SB L 133 1707 0.068 0.07B 29.2 D 29.9 D <br /> T 145 1863 0.076 0.078 29.3 D . <br /> R 123 1583 0,309 0.078 30.3 D <br /> Intersection Delay = 31.7 sec/veh Intersection LOS = D <br /> Lost Time/Cycle, L = 9,0 sec Critical v/c{x) = 0.898 <br /> ----------------------------------------------------------------------- <br />
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