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 10/252007 Jurisdiction Santa Ana Time Period PM Peak Analysis Year Existing PJus 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) 15 22 21 60 44 102 15 2097 178 58 1198 24 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 2.0 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= 7.0 G= 53.5 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 15 43 60 146 15 2275 ~ 1222 Lane Group Capacity 237 378 280 365 106 2448 106 2470 v/c Ratio 0.06 0.11 0.21 0.40 0.14 0.93 0.55 0.49 Green Ratio 0.24 0.24 0.24 0.24 0.07 0.54 0.07 0.54 Uniform Delay d1 29.3 29.7 30.4 31.9 43.7 21.5 45.0 14.7 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 0.5 0.6 1.7 3.2 2.8 7.8 18.8 0.7 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 29.8 30.3 32.2 35.2 46.5 29.3 63.8 15.4 Lane Group LOS C C C D D C E 8 Approach Delay 30.2 34.3 29.4 17.6 Approach LOS C C C B Intersection Delay 25.7 Intersec tion LOS C Copyright ©2005 University of Florida, All Rights Resenred HCS+TM Version 5.21 Generated: 10/25/2007 10:46 AM 75A-197