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<br />far ti ~ 4.~~ <br /> <br />- SHORT <br />- REPORT <br />~~es _.w~Qf[Qe%_ <br />_ <br />_ - - ~. _ - - <br />~. <br />- - <br /> Analyst JAR <br />Agency or Co. Kimley-Horn and Associafes <br />Date Performed 4/6/06 <br />Time Period AM Peak Period <br />~~ ~n~t <br /> <br />EB <br />LT TH Intersection Dyer/NB-55 Off-Ramp <br />Area Type A!! other areas <br />Jurisdiction Cify of Santa Ana <br />Analysis Year Proj 80 Year <br />- - - _ <br />x.. ... <br />WB NB <br />RT LT TH RT LT TH RT LT <br /> <br /> <br />- <br /> <br /> <br />SB <br />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 1718 673 744 543 <br />Heav veh 0 0 0 0 <br />PFfF 0.95 0.95 0.95 0.95 <br />Actuated P/A A A A A <br />Startu lost time 2.0 2.0 2.0 20 <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 12.0 12.0 12.0 12.0 <br />. Parking/Grade/Parking N 0 N N 0 N N 0 N N ~/ <br />Parkin g/h r <br />Bus stopsfhr 0 0 0 0 <br />Unit Extension ~ 3.0 3.0 3.0 3.0 <br />Phasin Thru On( 02 03 D4 N B Onl 06 07 08 <br />Timing G= 41.0 G= G= G= G= 41.0 G= G= G= <br />Y= 4 Y= Y= Y= Y= 4 Y= Y= Y= <br />Duration of Anal sis hrs = 0.25 <br />~~aF~~_~~o~G'~ a~.~.{=o:_ u~~DeCa ~a <br /> <br />EB C cle Len th G = 90.0 <br />cl~~~'S~De~. rri.~~a~~~n'~~~~ <br /> <br />WB ~ NB <br />..,.~~~ <br />e_v. <br />SB <br />AdJ. flow rate 1808 708 783 572 <br />Lane group cap_ 2358 2358 1597 736 <br />v/c ratio 0.77 0.30 0.49 0.78 <br />Green ratio 0.46 0.46 0.46 0.46 <br />Unif. delay d1 20.5 15.5 17.2 20.6 <br />Delay factor k 0.32 0.11 0.11 0.33 <br />Increm. delay d2 1.6 0.1 0 2 5.3 <br />PF factor 0.829 0.829 1.000 1.000 <br />'Control delay 18.6 12.9 17.4 25.9 <br />Lane group LOS B g g C <br />Apprch. delay 18.6 12.9 21.0 <br />Approach LOS B B C <br />Intersec. delay 18.4 Intersection LOS I g <br />~fCSl000T M Copyright m 2000 University of Florida, All Righu Reserved Version 4. ] e <br />75A-175 <br />