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SHORT REPORT <br />General Information kS~te Information <br />Analyst JAR <br />Agency or Co. Kimley-Horn and Associates <br />Date Performed 7/7/2004 <br />Time Period PM Peak Period Intersection <br />Area Type <br />Jurisdiction <br />Analysis Year Dyer/NB-55 Off-Ramp <br />All other areas <br />City of Santa Ana <br />Existing <br />Volume and Timin In ut <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br />Num. of Lanes 0 3 0 0 3 0 2 0 1 0 0 0 <br />Lane group T T L R <br />Volume v h 868 1428 214 101 <br />Heav veh 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 <br />Actuated P/A A A A A <br />Startu lost time 2.0 2.0 2.0 2.0 <br />Ext. eff. reen 2.0 2.0 2.0 2.0 <br />Arrival t o 4 4 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0 <br />Ped/Bike/RTOR Volume 0 0 0 <br />Lane Width 12.0 12.0 12.0 12.0 <br />Parking/Grade/Parking N 0 N N 0 N N 0 N N N <br />Parking/hr <br />Bus stops/hr 0 0 0 0 <br />Unit Extension 3.0 3.0 3 .0 3.0 <br />Phasin Thru Onl 02 03 04 N B Onl 06 07 0 8 <br />Timin G= 42.0 G= G= G= G= 40.0 G= G= G= <br />g Y= 4 Y= Y= Y= Y= 4 Y= Y= Y= <br />Duration of Anal sis hrs = 0.25 C cle Len th C = 90.0 <br />Lane Group Capaci ty, Control Delay... and;LOS Determination <br /> EB WB NB SB <br />Adj. flow rate 914 1503 225 106 <br />Lane group cap. 2415 2415 1558 718 <br />v/c ratio 0.38 0.62 0.14 0.15 <br />Green ratio 0.47 0.47 0.44 0.44 <br />Unif. delay d1 15.5 18.0 14.8 14.9 <br />Delay factor k 0.11 0.21 0.11 0.11 <br />Increm. delay d2 0.1 0.5 0.0 0.1 <br />PF factor 0.815 0.815 1.000 1.000 <br />Control delay 12.8 15.2 14.9 15.0 <br />Lane group LOS B 8 B B <br />Apprch. delay 12.8 15.2 14.9 <br />Approach LOS 8 B 8 <br />Intersec. delay 14.4 Intersection LOS B <br />HCS2000~M Copyright ©2000 University of Florida, All Rights Reserved Version 4.1e <br />7~~3'l34 <br />