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<br />;hort Report <br /> <br />Page 1 of 1 <br /> <br /> SHORT R~PORT <br />General Information ite Informlltlon <br />Analyst Intersection #4 <br />Agency or Co. Area Type All other areas <br />þate Perfonmed 04/26/2004 Jurisdiction <br />irime Period 5:00 pm Analysis Year 2005 without project <br />Volume and Tlmlna Input <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 eTR TR L T <br />Volume (voh\ 303 222 57 1944 30 920 1432 <br />% Heaw 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 />Startup lost time 2.0 2.0 2.0 2.0 <br />Exl eft. green .2.0 2.0 2.0 2.0 <br />"'-rrivai type 3 3 3 3 <br />¡Unit Extension 3.0 3.0 3.0 3.0 <br />PedlBikelRTOR Volume 0 9 0 0 2 <br />Lane Width 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 />3us stops/hr 0 0 0 0 <br />Jnit Extension 3.0 3.0 3.0 3.0 <br />>hasiM EB Only 02 03 04 sa On~ Thru & RT 07 08 <br />r;ming 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 AnalYsis Ihrs =0.25 Cvcle Lenath C = 107.0 <br />ane GrOUD CaDacitv. Control Delav. and LOS Determination <br /> EB we NB SB <br />..dj. flow rate 837 2191 1022 1591 <br />_ane group cap. 836 2087 995 754 <br />Ic ratio 1.00 1.05 . 1.03 0.42. <br />Green ratio 0.19 0.41 0.29 0.74 <br />Unif. delay d1 43.5 31.5 38.0 5.3 <br />Delay factor k 0.50 0.50 0.50 0.50 <br />Increm. delay d2 36.1 34.3 35.7 0.4 <br />PF factor 1.000 1.000 1.000 1.000 <br />Control delay 79.8 85.8 73.7 5.7 <br />Lane group LOS E E IE A <br />Apprch. delay 79.8 85.8 32.3 <br />Approach LOS E E C <br />ntersec. delay 51.3 Intersection LOS D <br /> <br />/fCS2000TM. <br /> <br />Copyright C 2000 University otf'lorida, An Right5 RC$m'ed <br /> <br />Page 9 of 17 <br /> <br />758-34 <br /> <br />Version4.1d <br />