Laserfiche WebLink
<br />~TRE~9~L~ <br /> .'1111111IIII.1..., <br />Analyst JAR Intersection Dyer/N8-55 Off-Ramp <br />Agency or Co. Kimley-Horn and Associates Area Type All other areas <br />Date Performed 7/7/2004 Jurisdiction City of Santa Ana <br />Time Period PM Peak Period Analysis Year Gen Plan 80 <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT 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 (vph) 835 1650 166 136 <br />% Heavv veh 0 0 0 0 <br />PHF 0.95 0.95 0.95 0.95 <br />Actuated (PIA) A A A A <br />Startup lost time 2.0 2.0 2.0 2.0 <br />Ext. eft. green 2.0 2.0 2.0 2.0 <br />Arrival type 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 N <br />Parking/hr <br />Bus stops/hr 0 0 0 0 <br />Unit Extension 3.0 3.0 3.0 3.0 <br />Phasing Thru Only 02 03 04 NB Only 06 07 08 <br />Timing G = 42.0 G= G= G= G = 40.0 G= G= G= <br />y= 4 y= y= y= y= 4 y= y= y= <br /> <br /> EB WB NB SB <br />Adj. flow rate 879 1737 175 143 <br />Lane group cap. 2415 2415 1558 718 <br />v/c ratio 0.36 0.72 0.11 0.20 <br />Green ratio 0.47 0.47 0.44 0.44 <br />Unif. delay d 1 15.4 19.3 14.6 15.2 <br />Delay factor k 0.11 0.28 0.11 0.11 <br />Increm. delay d2 0.1 1.1 0.0 0.1 <br />PF factor 0.815 0.815 1.000 1.000 <br />Control delay 12.7 16.8 14.7 15.4 <br />Lane group LOS 8 8 8 8 <br />Apprch. delay 12.7 16.8 15.0 <br />Approach LOS 8 8 8 <br />Intersec. delay 15.3 Intersection LOS 8 <br /> <br />HCS2000™ <br /> <br />Copyright @ 2000 University of Florida, All Rights Reserved <br /> <br />Version 4.le <br /> <br />75AT3152 <br />