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<br />11I'1111" 5HO~T ~~\1 <br />" "'.:'" ,,:,. <br />Analyst JAR Intersection Dyer/NB-55 Off-Ramp <br />Agency or Co. Kimley-Hom and Associates Area Type All other areas <br />Date Performed 7f1/2004 Jurisdiction City of Santa Ana <br />Time Period AM Peak Period Analysis Year Existing <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 (vph) 1667 653 722 527 <br />% Heavy veh 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 <br />Actuated (P/A) A A A A <br />Startup lost time 2.0 2.0 2.0 2.0 <br />Ext. eff. areen 2.0 2.0 2.0 2.0 <br />Arrival type 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 />Phasing Thru Only 02 03 04 NB Only 06 07 08 <br />Timing G= 41.0 G= G= G= G = 41.0 G= G= G= <br />Y= 4 Y= Y= Y= Y= 4 Y= Y= Y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 1755 687 760 555 <br />Lane group cap. 2358 2358 1597 736 <br />v/c ratio 0.74 0.29 0.48 0.75 <br />Green ratio 0.46 0.46 0.46 0.46 <br />Unif. delay d 1 20.2 15.4 17.0 20.3 <br />Delay factor k 0.30 0.11 0.11 0.31 <br />Increm. delay d2 1.3 0.1 0.2 4.4 <br />PF factor 0.829 0.829 1.000 1.000 <br />Control delay 18.1 12.8 17.3 24.8 <br />Lane group LOS B B B C <br />Apprch. delay 18.1 12.8 20.4 <br />Approach LOS B B C <br />Intersec. delay 17.9 Intersection LOS B <br /> <br />HCS2000™ <br /> <br />Copyright <1::i 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />75A,.;&33 <br />