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<br />~~ <br />Table I <br />Peak Hour Intersection Levels of Service -Existing Conditions <br /> <br />Intersection <br />Control A.M. Peak Hour P.M. Peak Hour <br /> Delay LOS Delay LOS <br />1 Davis St./East 14th St. Signal 9.3 B 10.8 B <br />2 Davis St./Hays St. Signal 7.3 B 10.5 B <br />3 Davis St./Carpentier St. 2-way STOP 120+ (120+) F (F) 120+ (120+) F (F) <br /> With Mitigation 0.3 (10.2) A (C) 0.2 (13.0) A (C) <br />4 Davis St./San Leandro Blvd. Signal 19.1 C 20.3 C <br />5 Davis St./Alvarado St. Signal 6.3 B 7.7 B <br />6 Davis St./Preda St./Wayne Ave. Signal 8.5 B 6.0 B <br />7 Davis St./Pierce Ave./Douglas Dr. Signal 12.0 B 7.6 B <br />Notes: Delay reported in seconds per vehicle. <br />X.X =Overall intersection delay for 2-way STOP intersection. <br />(X.X) =Highest approach delay for 2-way STOP intersection. <br />Signal Warrant Analysis <br />Caltrans' peak hour signal warrants (urban) were used to evaluate whether traffic signals are needed <br />at the unsignalized intersection of Davis Street/Carpentier Street. Based on the a.m. and p.m. peak <br />hour volumes, it was determined that traffic signals are not warranted at this intersection under <br />Existing Conditions. <br />~~~ <br />San Leandro Creekside Plaza Business Park Traffic Study Page 6 <br />TJKM Transportation Consultants October 26, 1999 <br />