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<br /> <br />Analyst JAR Intersection Grand/S8-55 Off-Ramp <br />Agency or Co. Kimley-Horn and Associates Area Type All other areas <br />Date Performed 7(1/2004 Jurisdiction Cay of Santa Ana <br />Time Period AM Peak Period Analysis Year Gen Plan 80 <br /> <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 (vph 461 276 574 689 <br />% Heaw 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. Qreen 2.0 2.0 2.0 2.0 <br />Arrival type 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 />PhasinQ WB Only 02 03 04 Thru Only 06 07 08 <br />Timing G = 40.0 G= G= G= G = 42.0 G= G= G= <br />Y= 4 Y= Y= Y= Y= 4 Y= Y= Y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 485 291 604 725 <br />Lane group cap. 802 718 1688 2415 <br />v/c ratio 0.60 0.41 0.36 0.30 <br />Green ratio 0.44 0.44 0.47 0.47 <br />Unif. delay d1 19.0 16.9 15.4 14.9 <br />Delay factor k 0.19 0.11 0.11 0.11 <br />Increm. delay d2 1.3 0.4 0.1 0.1 <br />PF factor 1.000 1.000 1.000 1.000 <br />Control delay 20.3 17.3 15.5 15.0 <br />Lane group LOS C 8 8 8 <br />Apprch. delay 19.2 15.5 15.0 <br />Approach LOS 8 8 8 <br />Intersec. delay 16.7 Intersection LOS 8 <br /> <br />HCS2000™ <br /> <br />Copyright @ 2000 University of Florida, All Rights Reserved <br /> <br />Versiol) 4.le <br /> <br />75A~147 <br />