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SHORT REPORT <br /> <br />General Ihformation _ <br />Site 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 Grand/SB-55 Off-Ramp <br />Area Type All other areas <br />Jurisdiction City of Santa Ana <br />Analysis Year Gen Plan BO <br />Volume and Timing Input <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 301 309 560 700 <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 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 />Timin G= 38.0 G= G= G= G= 44.0 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 Grou Ca aci Control Dela and LOSDetermination <br /> EB WB NB SB <br />Adj. flow rate 317 325 589 737 <br />Lane group cap. 762 682 1769 2530 <br />v/c ratio 0.42 0.48 0.33 0.29 <br />Green ratio 0.42 0.42 0.49 0.49 <br />Unif. delay d 1 18.2 18.8 14.0 13.7 <br />Delay factor k 0.11 0.11 0.11 0.11 <br />Increm. delay d2 0.4 0.5 0.1 0.1 <br />PF factor 1.000 1.000 1.000 1.000 <br />Control delay 18.6 19.3 14.2 13.8 <br />Lane group LOS B B 8 8 <br />Apprch. delay 19.0 14.2 13.8 <br />Approach LOS B B 8 <br />Intersec. delay 15.6 Intersection LOS 8 <br />HCS20001 °'~ Copyright ©2000 University of Florida, All Rights Reserved Version 4.1 e <br />7~9-~~ 48 <br />