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<br />. <br /> <br />Short Report <br /> <br />Page 1 of 1 <br /> <br /> SHORT REPORT <br />.rallnformation Site Information <br /> . <br />alyst ntersection #4 <br />~ency or Co. ..rea Type All other areas <br />Date Performed 04/2612004 urisdiction <br />Time Period 5:00 pm I\nalysls Year 2005 with project <br />Volume and Timino Inout <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 />Lane group /-TR TR L T <br />Volume (vDhJ 303 240 57 1999 48 920 1475 <br />% HeaVY veh 2 2 2 2 2 2 2 <br />PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Actuated (PIA) P P P P P P P <br />~tartup lost time 2.0 . 2.0 2.0 2.0 <br />Ext. eft. areen 2.0 2.0 2.0 2.0 <br />Arrival tvDe 3 3 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0. <br />Ped/BikelRTOR Volume 0 9 0 0 3 <br />"ana Width 12.0 12.0 12.0 12.0 <br />Þarking/GradelParking N 0 N N N N 0 N N 0 N <br />Þarking/hr . <br />~s stopslhr 0 0 0 0 <br />Extension 3.0 3.0 3.0 3.0 <br />sing EB Only 02 03 04 , SB OnlY Thru & RT 07 08 <br />iming G = 20.0 G= G= G= G = 31.0 G = 44.0 G= G= <br />y= 4 y= y= y= Y= 4 Y = 4 y= y= <br />Duration of Analvsls Chrs =0.25 ::vcle Lenoth C = 107.0 <br />Lane Group CaDaci~', Control Delav. and LOS Detennination <br /> EB we NB SB <br />..dj. flow rate 657 2271 1022 1639 <br />Lane group cap. 637 20B4 995 3754 <br />Ie ratio 1.03 1.09 1.03 0.44 <br />3ree n ratio 0.19 0.41 0.29 0.74 <br />Jnif. delay d1 43.5 31.5 38.0 5.4 <br />)elay lactor k 0.50 0.50 0.50 0.50 <br />ncrem. delay d2 44.0 49.0 35.7 0.4 <br />"F factor 1.000 . 1.000 1.000 1.000 <br />::ontrol delay 87.5 BO.5 73.7 5.B <br />ane group LOS F F E A <br />..pprch. delay 87.5 80.5 .31.8 <br />"pproaeh LOS F F C <br />ntersec. delay 58.2 I ntersection LOS E <br />00'" Copyright C 2000 University of Florid~ All Righa Reserved Version 4.1d <br /> <br />Page 10 of 17 <br /> <br />-~._----- - <br /> <br />758-35 <br />