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SHORT REPORT <br />Analyst JJM Lj~ ~ N ~(,~ Intersection Rant St/Alton Ave <br />Agency or Co. Kimley-Hom ~PTI ~ I ZIT. iO ~ Area Type All other areas <br />Date Performed 10%252007 Jurisdiction Santa Ana <br />Time Period AM 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) 366 535 271 62 415 296 <br />°Ya 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 OS <br /> G= 26.8 G= 11.5 G= G= G= 28.5 G= G= G= <br />Timing 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 = 80.0 <br />EB WB NB SB <br />Adjusted Flow Rate 446 652 406 506 361 <br />Lane Group Capacity 509 1671 452 541 484 <br />v/c Ratio 0.88 0.39 0.90 0.94 0.75 <br />Green Ratio 0.33 0.52 0.14 0.36 0.36 <br />Uniform Delay dt 25.0 11.7 33.7 24.9 22.6 <br />Delay Factor k 0.50 0.50 0.50 0.50 0.50 <br />Incremental Delay d2 18.7 0.7 23.3 25.6 10.0 <br />PF Factor 1.000 1.000 1.000 1.000 1.000 <br />Control Delay 43.8 12.4 57.0 50.5 32.6 <br />Lane Group LOS D B E D C <br />Approach Delay 25.1 57.0 43.0 <br />Approach LOS C E D <br />Intersection Delay 37.1 Intersect ion LOS D <br />Copyright O 2005 University of Fbrlda, All Rights Reserved HCS+TM Version 5.21 Generated: 10129/2007 3:31 PM <br />75A-208 <br />