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<br />~- <br /> "':I ~:.I' <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 4/6106 Jurisdiction City of Santa Ana <br />Time Period PM Peak Period Analysis Year Proj 80 Year + Proj <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) 902 1483 223 104 <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. eft. Qreen 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 />PhasinQ Thru Only 02 03 04 NB Only 06 07 08 <br />Timing G = 42.0 G= G= G= G = 40.0 G= G= G= <br />Y= 4 Y= Y= Y= . Y= 4 Y= Y= Y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 949 1561 235 109 <br />Lane group cap. 2415 2415 1558 718 <br />v/c ratio 0.39 0.65 0.15 0.15 <br />Green ratio 0.47 0.47 0.44 0.44 <br />Unif. delay d 1 15.7 18.3 14.9 14.9 <br />Delay factor k 0.11 0.22 0.11 0.11 <br />Increm. delay d2 0.1 0.6 0.0 0.1 <br />PF factor 0.815 0.815 1.000 1.000 <br />Control delay 12.9 15.5 14.9 15.0 <br />Lane group LOS 8 8 8 8 <br />Apprch. delay 12.9 15.5 15.0 <br />Approach LOS 8 8 8 <br />Intersec. delay 14.6 Intersection LOS 8 <br /> <br />HCS2000™ <br /> <br />Copyright (Q 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1 e <br /> <br />76A-ra46 <br />