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SHORT REPORT <br />General Information Site Information ' ~ <br />Analyst JAR <br />Agency or Co. Kimley-Horn and Associafes <br />Date Performed 7/7/2004 <br />Time Period AM Peak Period Intersection Grand/SB-55 Off-Ramp <br />Area Type All other areas <br />Jurisdiction City of Santa Ana <br />Analysis Year 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 0 0 1 0 1 0 2 0 0 3 0 <br />Lane group L R T T <br />Volume v h 441 332 644 632 <br />Hea 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 e 3 3 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 N N 0 N N 0 N N 0 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 WB Onl 02 03 04 Thru Onl 06 07 0 8 <br />Ti <br />i G= 40.0 G= G= G= G= 42.0 G= G= G= <br />m <br />ng 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 Grou " Ca aci Control Dela ,and LOS Determination <br /> EB WB NB SB <br />Adj. flow rate 464 349 678 665 <br />Lane group cap. 802 718 1688 2415 <br />v/c ratio 0.58 0.49 0.40 0.28 <br />Green ratio 0.44 0.44 0.47 0.47 <br />Unif. delay d1 18.7 17.7 15.8 14.7 <br />Delay factor k 0.17 0.11 0.11 0.11 <br />Increm. delay d2 1.0 0.5 0.2 0.1 <br />PF factor 1.000 1.000 1.000 1.000 <br />Control delay 19.7 18.2 15.9 14.7 <br />Lane group LOS 8 B 8 B <br />Apprch. delay 19.1 15.9 14.7 <br />Approach LOS B B 8 <br />Intersec. delay 16.8 Intersection LOS B <br />HCS2000~Tt Copyright ©2000 University of Florida, All Rights Reserved Version 4.1e <br />7 ~ 139 ~ v <br />