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SHORT REPORT Analyst JJM 5 S ~ItT ~ Intersection Greenville St/Alfon Ave Agency or Co. Kimley-Horn ~~ ~ Area Type All other arieas Date Performed 10/25/2007 Jurisdiction Sanfa 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 2 0 1 2 0 0 1 1 1 1 0 Lane Group L TR L TR LT R L TR Volume (vph) 18 257 53 97 144 35 40 149 177 209 240 18 °k 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 Pnetimed/Actuated (PIA) 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 20 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 PedlBike/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 NB On l SB Onl 07 08 Ti i G= 24.5 G= G= G= G= 25.0 G= 35.0 G= G= m 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 = 100.0 EB WB NB SB Adjusted Flow Rate 24 419 131 242 255 239 282 348 Lane Group Capacity 233 772 158 770 421 340 632 589 v/c Ratio 0.10 0.54 0.83 0.31 0.61 0.70 0.45 0.59 Green Ratio 0.25 0.25 0.25 0.25 0.25 0.25 0.35 0.35 Uniform Delay d1 29.2 32.9 35.8 30.9 33.1 34.1 25.0 26.6 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 0.9 2.7 37.2 1.1 6.3 11.5 2.3 4.3 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 30.1 35.6 73.0 31.9 39.5 45.7 27.3 30.9 Lane Group LOS C D E C D D C C Approach Delay 35.3 46.4 42.5 29.3 Approach LOS D D D C Intersection Delay ~ 37.3 Intersec tion LOS ~ D Copyright O 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: tOJ2g@007 3:53 PM 75A-211