75A - PH 3321 SOUTH FAIRVIEW ST - Laserfiche WebLink

Home Browse Search

SHORT REPORT Analyst JJM S$ ('~ ~+ ~ Intersection Greenville St/A/ton Ave Agency or Co. Kimley--Horn ~ Q•Y1 {,,,r 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 1 1 0 Lane Group L TR L TR LT R L TR 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 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/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 12.0 Parlcing/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 SB Onl 07 08 Ti i G= 24.0 G= G= G= G= 26.0 G= 34.5 G= G= m ng Y= 5.5 Y= Y= Y= Y= 5 Y= 5 Y= Y= Duration of Ana sis hrs = 0. 25 C cle Len th C = EB WB NB 100.0 SB Adjusted Flow Rate 67 195 113 272 392 98 45 245 Lane Group Capacity 215 766 242 737 441 354 623 582 v/c Ratio 0.31 0.25 0.47 0.37 0.89 0.28 0.07 0.42 Green Ratio 0.24 0.24 0.24 0.24 0.26 0.26 0.34 0.34 Uniform Delay d1 31.2 30.8 32.5 31.7 35.6 29.5 22.0 25.1 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 3.7 0.8 6.3 1.4 22.5 1.9 0.2 2.2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 35.0 31.6 38.9 33.1 58.1 31.4 22.2 27.3 Lane Group LOS C C D C E C C C Approach Delay 32.4 34.8 52.8 26.5 Approach LOS C C D C Intersection Delay 38.9 Intersec tion LOS D Copyright O 2006 lhdversity of Florida, AN Rights Reserved HCS+TM Version 5.21 Generated: 10/29/2007 4:03 PM 75A-212