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SHORT REPORT <br />General Information Site Informatiion <br />Analyst JAR <br />Agency or Co. Kimley-Horn and Associates <br />Date Performed 4/6/06 <br />Time Period AM Peak Period Intersection Dyer/NB-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 3 0 0 3 0 2 0 1 0 0 0 <br />Lane group T T L R <br />Volume v h 1735 692 749 543 <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 #ime 2.0 2.0 2.0 2.0 <br />Ext. eff. reen 2.0 2.0 2.0 2.0 <br />Arrival e 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 />Ti <br />i G= 41.0 G= G= G= G= 41.0 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 1826 728 788 572 <br />Lane group cap. 2358 2358 1597 736 <br />v/c ratio 0.77 0.31 0.49 0.78 <br />Green ratio 0.46 0.46 0.46 0.46 <br />Unif. delay d1 20.6 15.5 17.2 20.6 <br />Delay factor k 0.32 0.11 0.11 0.33 <br />Increm. delay d2 1.7 0.1 0.2 5.3 <br />PF factor 0.829 0.829 1.000 1.000 <br />Control delay 18.8 12.9 17.4 25.9 <br />Lane group LOS 8 8 8 C <br />Apprch. delay 18.8 12.9 21.0 <br />Approach LOS 8 B C <br />Intersec. delay 18.5 Intersection LOS B <br />HCS2000T~`t Copyright ©2000 University of Florida, All Rights Reserved Version 4. le <br />75~~3'~45 <br />