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SHORT REPORT <br />Genera! Irtformetjon. ~ Site Irt~'armation <br />Analyst JAR <br />Agency or Co. Kimley-Horn and Associates <br />Date Performed 4/6/06 <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 Proj 80 Year +Proj <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 D 3 0 <br />Lane group L R T T <br />Volume v h 454 352 707 698 <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 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 />Timi G= 40.0 G= G= G= G= 42.0 G= G= G= <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 an d LOS Determination <br /> EB WB NB SB <br />Adj. flow rate 478 371 744 735 <br />Lane group cap. 802 718 1688 2415 <br />v/c ratio 0.60 0.52 0.44 0.30 <br />Green ratio 0.44 0.44 0.47 0.47 <br />Unif. delay d1 18.9 18.0 16.1 14.9 <br />Delay factor k 0.18 0.12 0.11 0.11 <br />Increm. delay d2 1.2 0.7 0.2 0.1 <br />PF factor 1.000 1.000 1.000 1.000 <br />Control delay 20.1 18.7 16.3 15.0 <br />Lane group LOS C B B 8 <br />Apprch. delay 19.5 16.3 15.0 <br />Approach LOS B g g <br />Intersec. delay 17.0 Intersection LOS B <br />HCS2000TM Copyright ©2000 University of Florida, All Rights Reserved Version 4.1 e <br />7,~4~3~ 41 <br />