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SHORT REPORT Analyst JJM SI ~~~- Intersection Greenville St/A/ton Ave Agency or Co. Kimley--Horn p P-f1 i~ ~ ~.-~~ Area Type All other areas Date Performed 10/25/2007 Jurisdiction Santa Ana Time Period PM 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 1 2 0 0 1 1 0 1 0 Lane Group L TR L TR LT R LTR Volume (vph) 61 161 16 103 163 85 14 343 89 41 212 11 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 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 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/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 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 OS Ti i G= 19.8 G= G= G= G= 27. 3 G= 27.4 G= G= ng m Y= 5.5 Y= Y= Y= Y= 5 Y= 5 Y= Y= Duration of Ana sis hrs = 0. 25 C de Len th C = 90.0 EB WB NB SB Adjusted Flow Rate 67 195 113 272 392 98 290 Lane Group Capacity 200 702 222 676 515 413 511 We Ratio 0.34 0.28 0.51 0.40 0.76 0.24 0.57 Green Ratio 0.22 0.22 0.22 0.22 0.30 0.30 0.30 Uniform Delay d1 29.6 29.2 30.8 30.0 28.4 23.5 26.3 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 4.5 1.0 8.1 1.8 10.2 1.4 4.5 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 34.0 30.1 38.9 31.8 38.6 24.9 30.8 Lane Group LOS C C D C D C C Approach Delay 31.1 33.9 35.8 30.8 Approach LOS C C D C Intersecton Delay 33.4 Intersec tion LOS C Copyright O 2005 University of Florida, All Rlphts Reserved FIGS+T"'r Venuon 5.21 Generated: 10lZWZ007 3:31 PM 75A-207