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SHORT <br />_ -~ <br />_ .- - <br /> <br />Analyst JAR <br />Agency or Co. Kimley-Horn acrd Associates <br />Date Performed 4/6/06 <br />Tlme Period PM Peak Period REPORT <br /> <br />~ ... <br />- <br />Intersection Dyer/NB-55 Off-Ramp <br />Area Type All other areas <br />Jurisdiction City of Santa Ana <br />Analysis Year Proj BO Year <br /> <br /> <br />,~~..~ <br /> <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br /> Num_ of Lanes 0 3 0 0 3 0 2 0 1 0 0 0 <br /> Lane group T T L R <br /> Volume v h 894 1471 220 104 <br /> Hea veh 0 0 0 0 <br /> PHF 0.95 0.95 0.95 0.35 <br /> Actuated P/A A A A A <br /> Startu lost time 2.0 2.0 20 2.0 <br /> Ext, efF. reen 2.0 2.0 2.0 2.0 <br /> Arrival e 4 4 3 3 <br /> Unit Extension 3.0 3.0 3.0 3.0 <br /> Ped/Bike/RTOR Volume 0 0 0 <br />Lane Width 120 120 12.0 12.0 , <br />Parking/Grade/Parking N 0 N N 0 N N 0 N N N <br />Parking/hr <br />Bus stopslhr 0 0 0 0 <br />Unit Extension 3.0 ~ 3.0 3 .0 3.0 <br />Phasing Thru Onf 02 03 04 N B Onl 06 0 7 O8 <br />Timing G= 42.0 G= G= G= G= 40.0 G= G= G= <br /> Y= 4 Y= Y= Y= Y= 4 Y= Y= -Y= <br />Duration of Anal sis hrs = 0.25 C cle Len th C = 90.0 <br />n =~a€'" _- Mv~ u`I~~ ~a~ard~t.~efe _ : rya ~~o~~~~~:~: <br />EB WB NB <br />~~ <br />SB <br />Adj. flow rate 941 1548 232 109 <br />Lane group cap. ~ 2415 2415 1558 718 <br />v/c ratio 0.39 0.64 0.15 0.15 <br />Green ratio 0.47 0,47 0.44 0.44 <br />Unif. delay d1 15.6 18.3 14.9 14.9 <br />Delay factor k 0.11 0.22 0,11 0.11 <br />Increm. delay d2 0.1 0.6 0.0 0.1 <br />PF factor 0.815 0.815 1.000 1.000 <br />Control delay 12.8 15.5 14.9 15.0 <br />Lane group LOS B B B B <br />Apprch. delay 12.8 15,5 14.9 <br />Approach LOS B g B <br />Intersec. delay 14.5 Intersection LOS B <br />HCS200PTM Copyright ~ 2000 University of Florida, All Rights Reserved Version 4.1 e <br />75A-177 <br />