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SHORT REPORT Analyst JJM Intersection Greenville St/Alton Ave Agency or Co. Kimley-Hom Area Type All otherareas Date Performed 10/752007 Jurisdiction Santa 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 0 1 0 Lane Group L TR L TR LT R LTR Volume (vph) 18 257 53 97 144 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 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 lZ.O l2.0 12.0 l2.0 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 Timi G= 24.5 G= G= G= G= 25. 0 G= 35.0 G= G= ng Y= 5.5 Y= Y= Y= Y= 5 Y= 5 Y= Y= Duration of Anal sis hrs = 0. 25 C de Len th C = 100.0 EB WB NB SB Adjusted Flow Rate 24 419 131 242 255 239 630 Lane Group Capacity 233 772 158 770 421 340 579 v/c Ratio 0.10 0.54 0.83 0.31 0.61 0.70 l.09 Green Ratio 0.25 0.25 0.25 0.25 0.25 0.25 0.35 Uniform Delay d1 29.2 32.9 35.8 30.9 33.! 34.! 32.5 Delay Factor k 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 63.6 PF Factor 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 96.1 Lane Group LOS C D E C D D F Approach Delay 35.3 46.4 42.5 96.1 Approach LOS D D D F Intersection Delay 59.0 Intersec tion LOS E CopyripM ®2005 Unlveraity of Florida, FJI Rights Reserved HCS+TM Ventan 5.21 Generated: 10/25/2007 10:47 AM 75A-198