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• i <br /> fp FEHR&PEERS ASSOCIATES,INC. <br /> Transportation Consultants <br /> Ms. Dolores Ortiz <br /> January 14, 2000 <br /> Page 5 of 6 <br /> Table 3 <br /> Intersection Levels of Service <br /> Existing Existing Plus Project <br /> Peak Conditions Conditions <br /> Intersection Hour Delay' LOS2 Delays LOS2 <br /> Marina Boulevard/Teagarden Street AM 14.4 B 15.4 C <br /> (signalized) PM 22.5 C 25.2 D <br /> AM 21.9 D 23.3 D <br /> Marina Boulevard/I-880 PM >60.0 F >60.0 F <br /> Northbound On-Ramp (unsignalized) <br /> (EBLT) (EBLT) <br /> AM 20.0 D 21.5 D <br /> Marina Boulevard/1-880 PM >60.0 F >60.0 F <br /> Southbound On-Ramp(unsignalized) <br /> (WBLT) (WELT) <br /> Marina Boulevard/Merced Street AM 23.1 C 23.1 C <br /> (signalized) PM 23.3 C 23.3 C <br /> 1. Average intersection stopped delay(seconds/vehicle)for signalized intersections and average delay <br /> for critical movement for unsignalized delay <br /> 2. Intersection level of service for signalized intersections, and critical movement level of service for <br /> unsignalized intersection. <br /> EBLT=Eastbound Left Turn <br /> WELT=Westbound Left Turn <br /> Source:Fehr&Peers Associates, Inc.,January 1999. <br /> *45 <br />