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<br />i{;~~ <br />Analyst JAR Intersection Oyer/S8-55 Off-Ramp <br />Agency or Co. Kimley-Horn and Associates Area Type All other areas <br />nate Performed 4/6/06 Jurisdiction City of Santa Ana <br />Time Period PM Peak Period Analysis Year Proj 80 Year <br />11!.(1IIIIIIIIIl""'''''llr 'lIiJl'''' '! <br />,.L..> dlUI'...I. ..It' <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br />Num. of Lanes 1 3 1 2 3 1 1 1 2 0 2 1 <br />Lane group L T R L T R L LT R LT R <br />Volume (voh 123 1240 215 586 1125 83 214 2 185 124 424 196 <br />% Heaw veh 0 0 0 0 0 0 0 0 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Actuated (P/A) A A A A A A A A A A A A <br />Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />Ext. eff. oreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />Arrival type 4 4 4 4 4 4 3 3 3 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 <br />Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 <br />Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N <br />Parking/hr <br />Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 <br />Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Phasino EB Only Thru & RT WB Only 04 NB Only SB Only 07 08 <br />Timing G= 9.0 G= 20.0 G= 16.0 G= G= 12.0 G= 15.0 G= G= <br />Y= Y= Y= 4 Y= Y= Y= 4 Y= Y= <br /> <br /> EB WB NB 5B <br />Adj. flow rate 129 1305 226 617 1184 87 225 2 195 577 206 <br />Lane group cap. 203 1876 585 701 2329 727 271 285 429 671 303 <br />v/c ratio 0.64 0.70 0.39 0.88 0.51 0.12 0.83 0.01 0.45 0.86 0.68 <br />Green ratio 0.11 0.36 0.36 0.20 0.45 0.45 0.15 0.15 0.15 0.19 0.19 <br />Unit. delay d1 33.9 21.7 18.9 31.1 15.7 12.8 33.0 28.9 31.0 31.5 30.3 <br />Delay factor k 0.22 0.26 0.11 0.41 0.12 0.11 0.37 0.11 0.11 0.39 0.25 <br />Increm. delay d2 6.4 1.1 0.4 12.5 0.2 0.1 19.1 0.0 0.8 11.0 6.1 <br />PF factor 1.000 0.932 0.932 1.000 0.836 0.836 1.000 1.000 1.000 1.000 1.000 <br />Control delay 40.3 21.4 18.0 43.5 13.3 10.8 52.1 28.9 31.8 42.4 36.3 <br />Lane group LOS 0 C 8 0 8 8 0 C C 0 0 <br />Apprch. delay 22.4 23.1 42.6 40.8 <br />Approach LOS C C 0 0 <br />Intersec. delay 27.5 Intersection LOS C <br /> <br />HCS2000™ <br /> <br />Copyright ~ 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />7M.,.;I38 <br />