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<br /> SHORT REPORT <br />Illi._ <br />Analyst JAR Intersection Oyer/S8-55 Off-Ramp <br />Agency or Co. Kimley-Horn and Associates Area Type All other areas <br />Date Performed 7/7/2004 Jurisdiction City of Santa Ana <br />Time Period PM Peak Period Analysis Year Existing <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) 119 1204 209 569 1092 81 208 2 180 120 412 190 <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 />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 />Phasing EB Only Thru & RT WB Only 04 NB Only SB Only 07 08 <br />Timing G = 9.0 G = 20.0 G = 16.0 G= G= 12.0 G= 15.0. G= G= <br />Y= Y= Y= 4 Y= Y= Y= 4 Y= Y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 125 1267 220 599 1149 85 219 2 189 560 200 <br />Lane group cap. 203 1876 585 701 2329 727 271 285 429 671 303 <br />v/c ratio 0.62 0.68 0.38 0.85 0.49 0.12 0.81 0.01 0.44 0.83 0.66 <br />Green ratio 0.11 0.36 0.36 0.20 0.45 0.45 0.15 0.15 0.15 0.19 0.19 <br />Unif. delay d 1 33.9 21.5 18.8 30.9 15.6 12.8 32.9 28.9 30.9 31.3 30.1 <br />Delay factor k 0.20 0.25 0.11 0.39 0.11 0.11 0.35 0.11 0.11 0.37 0.23 <br />Increm. delay d2 5.5 1.0 0.4 10.1 0.2 0.1 16.5 0.0 0.7 9.0 5.2 <br />PF factor 1.000 0.932 0.932 1.000 0.836 0.836 1.000 1.000 1.000 1.000 1.000 <br />Control delay 39.4 21.0 18.0 41.0 13.2 10.8 49.3 28.9 31.7 40.3 35.4 <br />Lane group LOS 0 C 8 0 8 8 0 C C 0 0 <br />Apprch. delay 22.0 22.1 41.1 39.0 <br />Approach LOS C C 0 0 <br />Intersec. delay 26.6 Intersection LOS C <br /> <br />HCS2000™ <br /> <br />Copyright @ 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.1e <br /> <br />7M13132 <br />