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SHORT REPORT <br />Analyst JJM S ~ (olV l~-(,. Intersection Raitt St/A/ton Ave <br />Agency or Co. Kim/ey-Hom p ~-I-~ j ~ i ~A~ ~ ~ Area Type All otherareas <br />Date Pertormed 10/25/2007 Jurisdiction Santa Ana <br />Time Period PM Peak Analysis Year Existing Plus Project <br />EB WB NB SB <br />LT TH RT LT TH RT LT TH RT LT TH RT <br />Number of Lanes 1 2 2 0 1 1 <br />Lane Group L T TR L R <br />Volume (vph) 291 334 209 176 239 164 <br />Heavy Vehicles 0 0 0 0 0 0 <br />PHF 0.88 0.88 0.88 0.88 0.88 0.88 <br />Pretimed/Actuated (P/A) A A A A A A <br />Startup Lost Time 2.0 2.0 2.0 2.0 2.0 <br />Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 <br />Arrival Type 3 3 3 3 3 <br />Unit Extension 3.0 3.0 3.0 3.0 3.0 <br />PedlBike/RTOR Volume 0 0 0 0 0 0 0 0 <br />Lane Width 12.0 12.0 12.0 12.0 12.0 <br />Parking/Grade/Parking N 0 N N 0 N N 0 N <br />Parking/Hour <br />Bus Stops/Hour 0 0 0 0 0 <br />Minimum Pedestrian Time 3.2 3.2 3.2 <br />Phasin EB Onl Thru & RT 03 04 SB Onl 06 07 08 <br />Ti <br />i G= 18.6 G= 12.3 G= G= G= 15.9 G= G= G= <br />m <br />ng Y= 3 Y= 5.3 Y= Y= Y= 4.9 Y= Y= Y= <br />Duration of Anal sis hrs = 0. 25 C cle Len th C = 60.0 <br />EB WB NB SB <br />Adjusted Flow Rate 331 380 438 272 186 <br />Lane Group Capacity 471 1829 618 403 360 <br />v/c Ratio 0.70 0.21 0.71 0.67 0.52 <br />Green Ratio 0.31 0.56 ~ 0.20 0.26 0.26 <br />Uniform Delay d1 18.3 6.4 22.2 19.7 18.8 <br />Delay Factor k 0.27 0.11 0.27 0.25 0.12 <br />Incremental Delay d2 4.7 0.1 3.8 4.4 1.3 <br />PF Factor 1.000 1.000 1.000 1.000 1.000 <br />Control Delay 22.9 6.5 25.9 24.2 20.1 <br />Lane Group LOS C A C C C <br />Approach Delay 14.1 25.9 22.5 <br />Approach LOS B C C <br />Intersection Delay 19.7 Intersect ion LOS B <br />Copyright O 2005 University of Florida, AN Rights Reserved HCS+TM Version 5.21 Generated: 10!29/2007 3:32 PM <br />75A-209 <br />