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SHORT REPORT <br /> <br />General Information` <br />Site 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 Dyer/SB-55 Off-Ramp <br />Area Type AI! other areas <br />Jurisdiction City of Santa Ana <br />Analysis Year Gen Plan BO + Proj <br />Volume and Tinning"Input <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 106 1023 345 302 664 137 284 27 689 67 217 120 <br />Hea 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 t o 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 />Phasin WB Onl Thru & RT EB Onl 04 N B Onl SB Onl 07 0 8 <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 />Duration of Anal sis hrs = 0.25 C cle Len th C - 90.0 <br />Lane Grou Ca aei Control Deia a nd,LOS Determination <br /> EB WB NB SB <br />Adj. flow rate 112 1077 363 318 699 144 299 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 0.60 0.65 0.82 0.36 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 d1 40.8 24.4 24.9 39.1 20.1 19.1 25.6 21.7 28.6 35.9 35.7 <br />Delay factor k 0.34 0.19 0.23 0.36 0.11 0.11 0.13 0.11 0.36 0.17 0.14 <br />Increm. delay d2 27.2 0.6 2.7 12.8 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 23.8 26.4 51.9 18.6 17.7 26.6 21.7 34.6 37.6 38.3 <br />Lane group LOS E C C D B 8 C C C D D <br />Apprch. delay 27.6 27.6 32.0 37.8 <br />Approach LOS C C C D <br />Intersec. delay 29.7 Intersection LOS C <br />HCS2000""` Copyright ©2000 University of Florida, All Rights Reserved Version 4. le <br />7>~-~~ 55 <br />