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<br />HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 09-15-1998 <br />~I Center For Microcomputers In Transportation <br />1~~~;~~~=(~::::~~:~~~==================Jfi~)::~~;:~~:~~~::=========== <br />Area Type: Other 8-25-98 PM PEAK . <br />Comment: ROUND LAKE BLVD/TH 96:BCKI-EXIST PM PEAK VOLS WITH 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 I 1 1 1 I <br />Volumes 46 606 103 55 408 12 463 10 251 8 10 3<t <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 (YIN) N (Y/N) N (Y/N) N (YIN) N <br />Bus Stops 0 0 0 0 <br />Con. Peds 0 0 0 0 <br />Ped Button (Y/N) N (YIN) 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 />\'IB Left * SB Left * <br /> Thru * Thru * <br /> Right * Right * <br /> Peds * Peds * <br />NB Right EB Right <br />S8 Right \'/8 Right <br />Green 19.2P Green 15.1P IO.8P <br />Yellow/AR 5.0 Yellow/AR 5.0 5.0 <br />Cycle Length: 60 sees Phase combination order: #1 #5 #6 <br />----------------------------------------------------------------------- <br /> Intersection Performance Summary <br /> Lane Group: Adj Sat vie g/C Approach: <br /> Mvmts Cap Flo'd Ratio Ratio Delay LOS Delay LOS <br /> ----- - - - - ------- ----- ----- ----- - - - ----- - - - <br />EB L 198 562 0.257 0.353 10.7 B 11. 8 B <br /> T 1314 3725 0.538 0.353 12.2 B <br /> R 558 1583 0.204 0.353 10.3 B <br />I-1B L 124 351 0.493 0.353 14.1 B 11. 3 B <br /> T 1314 3725 0.362 0.353 11.0 B <br /> R 558 1583 0.023 0.353 9.6 B <br />NB L 1007 3539 0.525 0.285 14.2 B 11. 2 B <br /> T 1020 1863 0.011 0.517 4.7 A <br /> R 867 1583 0.322 0.547 5.8 B <br />SB L 364 1707 0.025 0.213 14 .2 B 14.4' B <br /> T 397 1863 0.028 0.213 14.2 B . <br /> R 337 1583 0.113 0.213 14.5 B <br /> Intersection Delay = 11.5 sec/veh Intersection LOS = B <br />Lost Time/Cycle, L = 6.0 see Critical vie (x) = 0.407 <br />----------------------------------------------------------------------- <br /> -. <br /> I <br />