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<br />Short Report <br /> <br />Page 1 of 1 <br /> <br />I SHORT REPORT <br />cera. Infomatlon Site Infonnatlon <br />alyst . Intersection #4 <br />Agency or Co. Area Type' All other areas <br />Date Performed 04/26/2004 urisdiction <br />~ime Period 5:00 pm Analysis Year Existing Condition <br />Volume and Timln" Innut <br /> EB we NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br />Num. of Lanes 0 2 0 0 0 0 0 3 0 2 3 0 <br />""ane group ..TR TR L T <br />1\70Jume (YDh\ .252 212 43 1272 31 785 1004 <br />% Heawveh 2 2 2 2 2 2 2 <br />PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />iÄctuated (PIAl P P P P P P P <br />~tartU[) lost time 2.0 2.0 2.0 2.0 <br />Exl eff. "reen 2.0 2.0 2.0 2.0 <br />lb.rrivailVDe 3 3 3 3 <br />Unit Extension 3.0 3.0 .3.0 3.0 <br />PedlBikelRTOR Volume 0 8 0 0 2 <br />Lane Width 12.0 12.0 12.0 12.0 <br />IParkirg/Gr1IdeIParking N 0 N N N N 0 N N 0 N <br />Parking/hr <br />lBus stops(hr 0 0 0 0 <br />.t Extension 3.0 3.0 3.0 3.0 <br />asin" EB Only 02 03 04 SB OnlY Thru & RT 07 06 <br />rnr' G= 17.7 G= G= G= G = 28.0 G = 33.3 G.= G= <br />Imlng Y= 4 Y y= y= Y= 4 y", 4 Y= y= <br />Duration of Analysis (hrs -0.25 Cvcle Lenath C = 91.0 <br />ane GrouD CaDaçjt> Control Delav. and LOS Detennlnatlon <br /> EB we NB SB <br />~dj. flow r1Ite 555 1445 872 1116 <br />"ane group cap. 664 1855 1056 3649 <br />~/c ratio 0.84 0.78 0.83 0.31 <br />[Green ratio 0.19 0.37 0.31 0.72 <br />Unif. delay d1 35.3 25.6 29.2 4.6 <br />Delay factor k 0.50 0.50 0.50 0.50 <br />Increm. delay d2 11.9 3.3 7.4 0.2 <br />PF factor 1000 1.000 1.000 1.000 <br />!control delay 47.1 28.9 36.6 4.9 <br />!Lane group LOS D C D A <br />IApprch. delay 47.1 28.9 18.8 <br /> Approach LOS D C B <br />Intersec. delay 26.4 I ntersection LOS C <br /> <br />8S1OOO1>< <br /> <br />Copyright 02000 University of Florida, AU Right:5 Reserved <br /> <br />VcrsioIl4.1d <br /> <br />Page 6 of 17 <br /> <br />758-33 <br />