75A - PH 3321 SOUTH FAIRVIEW ST - Laserfiche WebLink

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SHORT REPORT Analyst JJM Intersection Fairview St/A/ton Ave Agency or Co. Kimley-Hom Area Type A!I otheraneas Date Performed 10/25/2007 Jurisdiction Santa Ana Time Period AM Peak Analysis Year Existing 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 16 57 29 56 28 1101 75 209 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 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/BikelRTOR 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 StopsJHour 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 Ana sis hrs = 0. 25 C de Len th C = 100.0 EB WB NB SB Adjusted Flow Rate 7 45 64 96 31 1321 235 2125 Lane Group Capacity 267 384 279 368 182 2225 182 2234 v!c Ratio 0.03 0.12 0.23 0.26 0.17 0.59 1.29 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 30.6 30.8 39.5 18.6 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 1.9 1.7 2.0 1.2 165.7 10.6 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 29.2 30.3 32.5 32.5 41.5 19.8 209' 7 35.2 Lane Group LOS C C C C D 8 F D Approach Delay 30.2 32.5 20.3 52.6 Approach LOS C C C D Intersection Delay 40.3 Intersec tion LOS D c:opyrignt ®2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 10/25/2007 10:43 AM 75A-189