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SHORT REPORT <br />Analyst JJM Intersection Raitt St/Alton Ave <br />Agency or Co. Kimley--Horn Area Type All other areas <br />Date Pertormed 10/25/2007 Jurisdiction Santa Ana <br />Time Period PM Peak Analysis Year Existing <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) 291 327 191 176 239 164 <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 />PretimedlActuated (P/A) 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 />Parking/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 />Timin G= 13.0 G= 24.7 G= G= G= 19.1 G= G= G= <br />g Y= 3 Y= 5.3 Y= Y= Y= 4.9 Y= Y= Y= <br />Duration of Anal sis hrs = 0.25 C cle Len th C = 70.0 <br />EB WB NB SB <br />Adjusted Flow Rate 331 372 417 272 186 <br />Lane Group Capacity 282 1882 1060 415 371 <br />v/c Ratio 1.17 0.20 0.39 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 17.0 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 1.1 7.9 4.8 <br />PF Factor 1.000 1.000 1.000 1.000 1.000 <br />Control Delay 137.6 7.2 18.1 30.4 26.2 <br />Lane Group LOS F A 8 C C <br />Approach Delay 68.6 18.1 28.7 <br />Approach LOS E 8 C <br />Intersection Delay 43.7 Intersect ion LOS D <br />Copyright O 2005 University of Fbrida, Atl Rights Reserved HCS+TM Version 5.21 Generated: 10/25/2007 10:48 AM <br />75A-194 <br />