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<br /> <br />,1...,.'St.... ...... " <br />Analyst JAR Intersection Dyer/N8-55 Off-Ramp <br />Agency or Co. Kimley-Horn and Associates Area Type All other areas <br />Date Performed 4/6/06 Jurisdiction City of Santa Ana <br />Time Period AM Peak Period Analysis Year Proj 80 Year <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 1718 673 744 543 <br />% Heavv veh 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 <br />Actuated (P/A) A A A A <br />StartuD lost time 2.0 2.0 2.0 2.0 <br />Ext. eft. Qreen 2.0 2.0 2.0 2.0 <br />ArrivaltVDe 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 />PhasinQ Thru Onlv 02 03 04 NB Onlv 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 1808 708 783 572 <br />Lane group cap. 2358 2358 1597 736 <br />v/c ratio 0.77 0.30 0.49 0.78 <br />Green ratio 0.46 0.46 0.46 0.46 <br />Unif. delay d 1 20.5 15.5 17.2 20.6 <br />Delay factor k 0.32 0.11 0.11 0.33 <br />Increm. delay d2 1.6 0.1 0.2 5.3 <br />PF factor 0.829 0.829 1.000 1.000 <br />Control delay 18.6 12.9 17.4 25.9 <br />Lane group LOS 8 8 8 C <br />Apprch. delay 18.6 12.9 21.0 <br />Approach LOS 8 8 C <br />Intersec. delay 18.4 Intersection LOS 8 <br /> <br />HCS2000™ <br /> <br />Copyright Ii) 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />76A-ri39 <br />