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<br /> SHORT REPORT <br />Analyst JAR Intersection Dyer/Sa-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 ao Year + proj <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 (vph) 80 1113 261 281 844 138 280 23 716 92 207 158 <br />% Heavy 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 />Startup 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. eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />Arrival type 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 />PhasinQ WB Only Thru & RT EB Only 04 NB Only 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 84 1172 275 296 888 145 295 24 754 315 166 <br />Lane group cap. 140 1783 556 389 1955 610 562 591 889 515 233 <br />v/c ratio 0.60 0.66 0.49 0.76 0.45 0.24 0.52 0.04 0.85 0.61 0.71 <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 d1 40.1 25.0 23.3 38.8 21.0 19.1 25.5 21.6 29.0 36.1 36.7 <br />Delay factor k 0.19 0.23 0.11 0.31 0.11 0.11 0.13 0.11 0.38 0.20 0.28 <br />Increm. delay d2 7.0 0.9 0.7 8.6 0.2 0.2 0.9 0.0 7.8 2.1 9.8 <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 47.1 24.6 22.8 47.4 19.5 17.8 26.4 21.7 36.8 38.3 46.5 <br />Lane group LOS 0 C C 0 a a C C 0 0 0 <br />Apprch. delay 25.5 25.5 33.6 41.1 <br />Approach LOS C C C 0 <br />Intersec. delay 29.2 Intersection LOS C <br /> <br />HCS2000™ <br /> <br />Copyright @ 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />75A'Ti43 <br />