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SHORT REPORT <br />Analyst JJM Intersection Raitt St/A1ton Ave <br />Agency or Co. Kimley-Hom Area Type All other areas <br />Date Performed 10/2542007 Jurisdiction Santa Ana <br />Time Period PM Peak Analysis Year Existing Plus Project <br /> EB WB NB SB <br /> LT TH RT LT TH RT LT TH RT LT TH RT <br />Number of Lanes 1 2 2 0 1 1 <br />Lane Group L T TR L R <br />Volume (vph) 291 334 209 176 239 164 <br />°k Heavy Vehicles 0 0 0 0 0 0 <br />PHF 0.88 0.88 0.88 0.88 0.88 0.88 <br />Pretimed/Actuated (PIA) P P P P P P <br />Startup Lost Time 2.0 2.0 2.0 2.0 2.0 <br />Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 <br />Arrival Type 3 3 3 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0 3.0 <br />Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 <br />Lane Width 12.0 12.0 12.0 12.0 12.0 <br />Parkir,g/Grade/Parking N 0 N N 0 N N 0 N <br />Parking/Hour <br />Bus Stops/Hour 0 0 0 0 0 <br />Minimum Pedestrian Time 3.2 3.2 3,2 <br />Phasin EB Onl Thru & RT 03 04 SB Onl 06 07 08 <br />G= 13.0 <br />Timin G= 24.7 G= G= G= 19.1 G= G= G= <br />g <br />Y= 3 Y= 5.3 Y= Y= Y= 4.9 Y= Y= Y= <br />Duration of Anal sis hrs = 0.25 C Ge Len th C = 70.0 <br />EB WB NB SB <br />Adjusted Flow Rate 331 380 438 272 186 <br />Lane Group Capacity 282 1882 1064 415 371 <br />v/c Ratio 1.17 0.20 0.41 0.66 0.50 <br />Green Ratio 0.19 0.58 0.35 0.27 0.27 <br />Uniform Delay d1 28.5 6.9 17.1 22.5 21.4 <br />Delay Factor k 0.50 0.50 0.50 0.50 0.50 <br />Incremental Delay d2 109.1 0.2 1.2 7.9 4.8 <br />PF Factor 1.000 1.000 1.000 1.000 1.000 <br />Control Delay 137.6 7.2 18.3 30.4 26.2 <br />Lane Group LOS F A 8 C C <br />Approach Delay 67.9 18.3 28.7 <br />Approach LOS E 8 C <br />Intersection Delay 43.2 Intersect ion LOS D <br />c:opyrigM O 2006 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 10125/2007 10:49 AM <br />75A-201 <br />