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SHORT REPORT <br />Analyst JJM Intersection Raift St/Alton Ave <br />Agency or Co. Kim/ey--Horn Area Type All other areas <br />Date Performed 10/`15/'2007 Jurisdiction Santa Ana <br />Time Period AM 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) 366 495 242 62 415 296 <br />°~ Heavy Vehicles 0 0 0 0 0 0 <br />PHF 0.82 0.82 0.82 0.82 0.82 0.82 <br />Pretimed/Actuated (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 />Tonin 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 Ge Len th C = 70.0 <br />EB WB NB SB <br />Adjusted Flow Rate 446 604 371 506 361 <br />Lane Group Capacity 282 1882 1107 415 371 <br />v/c Ratio 1.58 0.32 0.34 1.22 0.97 <br />Green Ratio 0.19 0.58 0.35 0.27 0.27 <br />Uniform Delay d1 28.5 7.5 16.6 25.4 25.2 <br />Delay Factor k 0.50 0.50 0.50 0.50 0.50 <br />Incremental Delay d2 278.0 0.5 0.8 118.7 40.4 <br />PF Factor 1.000 1.000 1.000 1.000 1.000 <br />Control Delay 306.5 8.0 17.4 144'2 65.6 <br />Lane Group LOS F A B F E <br />Approach Delay 134.8 17.4 111.5 <br />Approach LOS F B F <br />Intersection Delay 106.9 Intersec tion LOS F <br />Copyrlpht O 2005 University of Fbrlda, All Rights Reserved HCS+T-~ Version 5.21 Generated: 10125/2007 10:48 AM <br />75A-193 <br />