75A - PH 3321 SOUTH FAIRVIEW ST - Laserfiche WebLink

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SHORT REPORT Analyst JJM Intersection Fairview St/Alton Ave Agency or Co. Kimley-Hom Area Type All other areas Date Performed 10/25/2007 Jurisdiction Santa Ana Time Period AM Peak Analysis Year Existing Plus Project EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 0 1 1 0 1 3 0 1 3 0 Lane Group L TR L TR L TR L TR Volume (vph) 6 24 f 6 65 29 61 28 1101 77 210 1824 68 °~ Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasin EW Perm 02 03 04 Excl. L eft T hru & R T 07 08 Timin G= 24.0 G= G= G= G= 12.0 G= 48.5 G= G= g Y= 5 Y= Y= Y= Y= 5 Y= 5.5 Y= Y= Duration of Anal sis hrs = 0.25 C cle Len th C = 100.0 EB WB NB SB Adjusted Flow Rate 7 45 73 102 31 1324 236 2125 Lane Group Capacity 265 384 279 366 182 2224 182 2234 v/c Ratio 0.03 0.12 0.26 0.28 0.17 0.60 1.30 0.95 Green Ratio 0.24 0.24 0.24 0.24 0.12 0.49 0.12 0.49 Uniform Delay d1 29.1 29.7 30.8 31.0 39.5 f 8.6 44.0 24.6 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 0.2 0.6 2.3 1.9 2.0 1.2 167.9 10.6 PF Fador 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 29.2 30.3 33.1 32.8 41.5 19.8 211'9 35.2 Lane Group LOS C C C C D 8 F D Approach Delay 30.2 32.9 20.3 52.9 Approach LOS C C C D Intersection Delay 40.5 Intersec tion LOS D CopyriyM O 2005 University of Florida, All Rights Reserved HCS+TM Versbn 521 Generated: 10/25/2007 10:46 AM 75A-196