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Environmental Checklist Transportation/Traffic <br /> Initial Study – Mitigated Negative Declaration 85 <br />Table 19 Existing plus Project Conditions Roadway Segment Level of Service - Warehouse <br />Roadway <br />Segment Direction <br />Peak <br />Hour <br />Existing <br />Conditions <br />Existing plus <br />Project <br />Conditions Change <br />in V/C <br />Ratio1 <br />Change <br />in <br />Volume <br />Significant <br />Impact? Volume LOS Volume LOS <br />Aladdin Ave. <br />between <br />Teagarden St. <br />and Alvarado St. <br />Eastbound A.M. 310 D 314 D 0.01 4 No <br />Westbound A.M. 457 D 459 D 0.00 2 No <br />Alvarado St. <br />between Aladdin <br />Ave. and <br />Montague Ave. <br />Northbound A.M. 665 D 668 D 0.00 3 No <br />Southbound A.M. 385 D 393 D 0.01 8 No <br />Aladdin Ave. <br />between <br />Teagarden St. <br />and Alvarado St. <br />Eastbound P.M. 382 D 384 D 0.00 2 No <br />Westbound P.M. 293 D 300 D 0.01 7 No <br />Alvarado St. <br />between Aladdin <br />Ave. and <br />Montague Ave. <br />Northbound P.M. 563 D 574 D 0.01 11 No <br />Southbound P.M. 418 D 420 D 0.00 2 No <br />1 Volume to Capacity ratio. <br />Source: TJKM Traffic Impact Study 2017 <br />Existing plus Project Conditions – Advance Manufacturing <br />Traffic operations were evaluated at the study intersections under existing plus project conditions <br />and traffic generated by the project with the advance manufacturing use. All signalized intersections <br />were found to operate within City of San Leandro standards during the A.M. and P.M. peak hours. <br />The unsignalized intersection of Alvarado Street and Montague Avenue, which operates at LOS E <br />during the A.M. peak hour, did not change from LOS E to LOS F (Table 20). Based on the City of San <br />Leandro LOS impact criteria, the project would have a less than significant impact at the study <br />intersections during both A.M. and P.M. peak hours. <br />382