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SHORT REPORT Analyst JJM Sl C~aArt/ Intersection Gn3enville St/A/ton Ave Agency or Co. Kimley-Hom ~PT'l >u l vin off. Area Type All other areas Date Performed 10/25/2007 Jurisdiction Santa Ana Time Perbd 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 2 0 ? 2 0 0 1 1 0 1 0 Lane Group L TR L TR LT R LTR Volume (vph) 18 257 53 97 f 44 35 40 149 177 209 240 18 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 PretimedlActuated (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 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 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 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 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasin EW Perm 02 03 04 NB On l SB Onl 07 08 T i G= 18.0 G= G= G= G= 14. f G= 32.4 G= G= im ng Y= 5.5 Y= Y= Y= Y= 5 Y= 5 Y= Y= Duration of Anal sis hrs = 0.25 C cle Len th C = 80.0 EB WB NB SB Adjusted Flow Rate 24 419 131 242 255 239 630 Lane Group Capacity 217 709 151 707 296 240 670 v/c Ratio 0.11 0.59 0.87 0.34 0.86 1.00 0.94 Green Ratio 0.22 0.22 0.22 0.22 0.18 0.18 0.41 Uniform Delay d1 24.6 27.7 29.9 26.0 32.0 32.9 22.9 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 1.0 3.6 44.6 1.3 26.5 57.0 22.9 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 25.7 31.3 74.5 27.3 58.5 90.0 45.7 Lane Group LOS C C E C E F D Approach Delay 31.0 43.9 73.7 45.7 Approach LOS C D E D Intersection Delay 49.1 Intersec tion LOS D Copyright O 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Genereted: 10/29@007 3:31 PM 75A-206