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<br />Short Report <br /> <br />Page 1 of 1 <br /> <br />ê!:nerallnformatlon SHORT REPORT <br /> ~t. Information <br />Analyst ~tersection #5 <br />Agency or Co. rea Type All other areas <br />Date Performed 04/26/2004 ~urisd ¡coon <br />Time Period 5:00 pm f,nalysis Year 2005 with project <br />Volume and TlminalnDut <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br />Num. of Lanes 1 1 1 0 0 0 2 3 1 2 3 0 <br />Lane group L LT R L T R L TR <br />II/olume [vDh) 270 365 120 22 152g 829 125 ~18 130 <br />% HeaYV veh 2 2 2 2 2 2 2 2 2 <br />PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90. 0.90 <br />""ctuated (PIA) P P P - P P P P P P <br />tartuD lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />xt. eft. areen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br />rrival tvDe 3 3 3 3 3 3 3 3 <br /> Jnit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />. PedlBikelRTOR Volume 0 64 0 0 57 0 6 <br />Lane Width 12.0 12.0 12.0 .12.0 12.0 12.0 12.0 12.0 <br />Parking/Grade/Parking N 0 N N N N 0 N N 0 N <br />Parking/hr <br />Bus stopslhr 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 <br />Phasina EBOnlv 02 03 04 Excl. Left Thru & RT 07 08 <br />~iming G = 20.5 G= G- G= G= 3.3 G = 55.2 G= G= <br />y= 4 y= ¥= y= y= 4 Y= 4 y= y= <br />Duration of Analvsls Ihrs =0.25 Cvcle Lenoth C = 91.0 <br />Lane Group Capacity, Control Delav. and LOS Determination <br /> EB WB NB SB <br />...dj. flow rate 300 406 62 24 1699 a5a 139 2714 <br />Lane group cap. 399 420 357 124 3085 960 124 3061 <br />Ic ratio 0.75 0.g7. 0.17 0.1g 0.55 0.89 1.12 0.89 <br />3reen ratio 0.23 0.23 0.23 0.04 0.61 0.61 0.04 0.61 <br />lJnif. delay d1 32.9 34.9 28.4 42.6 10.6 15.4 43.8 15.2 <br />Delay factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 <br />Increm. delay d2 12.3 36.3 1.1 3.5 0.7 12.5 117.0 4.2 <br />PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 <br />Control delay 45.2 71.2 29.5 46.0 11.3 27.9' 160.9 19.5 <br />ane group LOS D E C D B C F B <br />Apprch. delay 57.7 17.1 26.4 <br />Approach LOS E B C <br />ntersec. delay 26.4 Intersection LOS C <br /> <br />HCS1000TM <br /> <br />Copyrisbt C 2()OO University of Florid.. All Ri¡hts Reserved <br /> <br />Venion 4.1d <br /> <br />Page 15 of 17 <br /> <br />758-40 <br />