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• • <br />Table V <br />Peak Hour Intersection Levels of Service <br />Existing plus Project plus Future Growth Scenario <br /> Intersection Peak Period Existing -Plus Project Existing Plus Project <br />Plus Future Growth <br /> Delay LOS Delay LOS <br />1 East 14th Street/ A.M. 9.6 B 9.8 B <br /> Callan Avenue P.M. 11.2 B 1 1.7 B <br />2 Davis Streed A.M. 7.2 B 7.1 B <br /> Hays Street P.M. 9.8 B 9.8 B <br />3 Davis Streed A.M. 120+ F 120+ F <br /> CarpentierStreet (120+) (F) (120+) (F) <br /> P.M. 120+ F I20+ F <br /> (120+) (F) (120+) (F) <br /> With Mitigation A.M. 1.3 A 1.6 A <br /> (17.2) (C) (21.9) (D) <br /> P.M. ~ 9.3 B 13.2 C <br /> (120+) (F) (120+) (F) <br />4 Davis Streed A.M. 19.7 C 19.9 C <br /> San Leandro Boulevard P.M. 21.2 C .21.8 C <br />5 Davis Streed A.M. 6.2 B 8.1 B <br /> Alvarado Street P.M. 7.7 B 10.1 B <br />6 Davis Streed A.M. 8.7 B 8.8 B <br /> Preda Street/Wayne Ave. P.M. 6.1 B 6.0 B <br />7 Davis Streed ~ A.M. 14.3 B 14.4 B <br /> Pierce Avenue/Douglas Dr. P.M. 7.6 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 />San Leandro Creekside Plaza Business Park Traffic Study Page 17 <br />TJKM Transportation Consultants October 26, 1999 <br />