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SHORT REPORT _ <br />General Information $ite Information <br />Analyst JAR <br />Agency or Co. Kimley-Horn and Associates <br />Date Performed 4/6/06 <br />Time Period AM Peak Period Intersection <br />Area Type <br />Jurisdiction <br />Analysis Year Dyer/SB-55 Off-Ramp <br />A!1 other areas <br />City of Sanfa Ana <br />Proj 80 Year <br />Volume and Tithing Inp ut _ <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 v h 80 ?094 261 277 827 138 280 23 716 92 207 158 <br />Heav 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 />Startu 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. reen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />Arrival e 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 WB Onl Thru & RT EB Ont 04 N B Onl SB Onl 07 0 8 <br />Ti <br />i G= 10.0 G= 24.0 G= 7.0 G= G= 28.0 G= 13.0 G= G= <br />m <br />ng Y= Y= Y= 4 Y= Y= Y= 4 Y= Y= <br />Duration of Anal sis hrs = 0.25 C cle Len th C = 90.0 <br />Lane Grou° Ca ac ~ Control ©eta ~~ a nd LOS Detertxili~nati on <br /> EB WB NB SB <br />Adj. flow rate 84 1152 275 292 871 145 295 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 0.65 0.49 0.75 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 24.9 23.3 38.8 20.9 19.1 25.5 21.6 29.0 36.1 36.7 <br />Delay factor k 0.19 0.22 0.11 0.31 0.11 0.11 0.13 0.11 0.38 0.20 0.28 <br />Increm. delay d2 7.0 0.8 0.7 7.9 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 24.4 22.8 46.7 19.4 17.8 26.4 21.7 36.8 38.3 46.5 <br />Lane group LOS D C C D B 8 C C D D D <br />Apprch. delay 25.4 25.3 33.6 41.1 <br />Approach LOS C C C D <br />Intersec. delay 29.1 Intersection LOS C <br />HCS2000TI"t Copyright ©2000 University of Florida, All Rights Reserved Version 4.1e <br />7~~~~37 <br />