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<br /> Yi:~Y::i.: <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 Gen Plan 80 <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) 94 1050 191 639 1241 77 220 9 179 102 360 170 <br />% Heaw 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. eft. oreen 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 />Phasino 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 99 1105 201 673 1306 81 232 9 188 486 179 <br />Lane group cap. 203 1876 585 701 2329 727 271 285 429 671 303 <br />v/c ratio 0.49 0.59 0.34 0.96 0.56 0.11 0.86 0.03 0.44 0.72 0.59 <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 d1 33.3 20.7 18.6 31.7 16.2 12.7 33.2 29.0 30.9 30.6 29.7 <br />Delay factor k 0.11 0.18 0.11 0.47 0.16 0.11 0.39 0.11 0.11 0.28 0.18 <br />Increm. delay d2 1.8 0.5 0.4 24.5 0.3 0.1 22.7 0.0 0.7 3.9 3.1 <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 35.2 19.8 17.7 56.2 13.8 10.7 55.8 29.1 31.7 34.4 32.7 <br />Lane group LOS 0 8 8 E 8 8 E C C C C <br />Apprch. delay 20.5 27.6 44.7 34.0 <br />Approach LOS C C 0 C <br />Intersec. delay 27.9 Intersection LOS C <br /> <br />HCS2000™ <br /> <br />Copyright i!J 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.le <br /> <br />7iA~150 <br />