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<br /> <br />Analyst JAR Intersection Dyer/Sa-55 Off-Ramp <br />Agency or Co. Kimley-Hom and Associates Area Type All other areas <br />Date Performed 7 f1 /2004 Jurisdiction City of Santa Ana <br />Time Period AM Peak Period Analysis Year Gen Plan ao <br /> EB WB NB SB <br /> . LT TH RT LT TH RT LT TH RT LT TH RT <br />Num. of Lanes 1 3 1 2 3 1 1 1 2 0 2 1 <br />Lane group L T R L T R L LT R LT R <br />Volume (voh) 106 1004 345 298 647 137 284 27 689 67 217 120 <br />% Heavv veh 0 0 0 0 0 0 0 0 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Actuated (P/A) A A A A A A A A A A A A <br />Startuo lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />Ext. eft. areen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />Arrival tvoe 4 4 4 4 4 4 3 3 3 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 <br />Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 <br />Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N <br />Parking/hr <br />Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 <br />Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Phasina WB Only Thru & RT EB On Iv 04 NB Onlv SB Only 07 08 <br />Timing G = 10.0 G = 24.0 G = 7.0 G= G = 28.0 G = 13.0 G= G= <br />y= y= y= 4 y= y= y= 4 y= y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 112 1057 363 314 681 144 299 28 725 299 126 <br />Lane group cap. 140 1783 556 389 1955 610 562 591 889 516 233 <br />v/c ratio 0.80 0.59 0.65 0.81 0.35 0.24 0.53 0.05 0.82 0.58 0.54 <br />Green ratio 0.08 0.34 0.34 0.11 0.38 0.38 0.31 0.31 0.31 0.14 0.14 <br />Unif. delay d 1 40.8 24.3 24.9 39.1 20.1 19.1 25.6 21.7 28.6 35.9 35.7 <br />Delay factor k 0.34 0.18 0.23 0.35 0.11 0.11 0.13 0.11 0.36 0.17 0.14 <br />Increm. delay d2 27.2 0.5 2.7 11.9 0.1 0.2 1.0 0.0 5.9 1.6 2.5 <br />PF factor 1.000 0.949 0.949 1.000 0.917 0.917 1.000 1.000 1.000 1.000 1.000 <br />Control delay 68.0 23.6 26.4 51.0 18.5 17.7 26.6 21.7 34.6 37.6 38.3 <br />Lane group LOS E C C 0 a a c c c 0 0 <br />Apprch. delay 27.5 27.4 32.0 37.8 <br />Approach LOS C C C 0 <br />Intersec. delay 29.6 Intersection LOS C <br /> <br />HCS2000™ <br /> <br />Copyright <D 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />7&AT'3149 <br />