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<br />HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 09-15-1998 <br /> Center For Microcomputers In Transportation ~ <br />------------------------------------------------------------------- t <br />S~;~~t;~-(E=W)-TH-96-------------------(N=S)-RO~-LK-BLVO--------- I <br />Analyst: BRW, INC. File Name: RDLKFT.HC9 <br />~rea Type: Other 8-25-98 PM PEAK <br />Comment: ROUND LAKE BLVD/TH 96: BCK2 - 2020 FORECAST PLUS GATEWAY PARK <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 100 985 103 55 815 95 463 10 251 100 10 10: <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 o .9:' <br />Lane W (ftl 12.0 12.0 12.0 12.0 12,0 12.0 12.0 12.0 12.0 12.0 12.0 12. C <br />Grade 0 0 0 0 <br />% Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 - <br />Parking (Y/N) N (Y/N) N (Y/Nl 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 .- <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 />1'/8 Left * SB Left * <br /> Thru * Thru * <br /> Right * Right * <br /> Peds * Peds * <br />NE Right EE Right <br />SB Right I'lB Right <br />Green 6.7P 17.0P Green 9.6P 6.7P <br />Yello"I/AR 5.0 5.0 Yellow/AR 5.0 5.0 <br />Cycle Length: 60 sees Phase combination order: #1 #2 #5 #6 <br />----------------------------------------------------------------------- <br /> Intersection Performance Summary <br /> Lane Group: Adj Sat v/c g/C Approach: <br /> t'lvmts Cap Flo'd Ratio Ratio Delay LOS Delay LC;:: <br /> ----- - - - - ------- ----- ----- ----- - - - ----- - - - <br />EB L 257 1770 0.432 0.H5 18.5 C 8.9 ~ <br /> T 1906 3725 0.603 0.512 8.3 B <br /> R 810 1583 0.141 0.512 5.9 B <br />1'/8 L 124 392 0.491 0.317 15.1 C 16.6 C <br /> T 1180 3725 0.806 0.317 17.3 C <br /> R 501 1583 0.211 0.317 11.4 E <br />NE L 684 3539 0.773 0.193 21. 3 C 17.5 C <br /> T 723 1863 0.0]5 0.388 8.6 B <br /> R 615 1583 0.454 0.388 10.7 B <br />.SB L 248 1707 0.448 0.145 18.7 C 18.9 C <br /> T 270 1863 0.041 0.145 16.8 C <br /> R 230 1583 0.484 0.145 19.2 C <br /> Intersection Delay ; 14.0 sec/veh Intersection LOS ; E <br />Lost Time/Cycle, L = 12,0 sec Critical v/c(xl = 0.672 <br />----------------------------------------------------------------------- <br />