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City of San Leandro Alvarado Commerce Center Project <br /> 86 <br />Table 20 Existing plus Project Conditions Intersection Level of Service – Advance Manufacturing <br />Intersection Control Peak Hour <br />Existing Conditions <br />Existing plus <br />Project Conditions Change in <br />Delay2 <br />(Sec) <br />Significant <br />Impact? Delay1 LOS Delay1 LOS <br />Alvarado St. and <br />Aladdin Ave. <br />Signalized A.M. 47.1 D 51.9 D 4.80 No <br />P.M. 26.4 C 27.9 C 1.50 No <br />Teagarden St. and <br />Fairway <br />Dr./Aladdin Ave. <br />Signalized A.M. 20.3 C 20.4 C 0.10 No <br />P.M. 21.7 C 21.8 C 0.10 No <br />Alvarado St. and <br />Montague Ave. <br />Unsignalized A.M. 36.1 E 39.4 E 3.30 No <br />P.M. 21.4 C 23.0 C 1.60 No <br />Alvarado St. and <br />Marina Blvd. <br />Signalized A.M. 30.0 C 30.6 C 0.60 No <br />P.M. 23.9 C 30.0 C 6.10 No <br />Teagarden St. and <br />Marina Blvd. <br />Signalized A.M. 25.9 C 25.8 C -0.10 No <br />P.M. 35.2 D 35.0 D -0.20 No <br />1 Whole intersection weighted average control delay expressed in seconds per vehicle for signalized intersections. Total control delay <br />for the worst movement is presented for side-street stop – controlled intersections. <br />2 Change in delay between Existing and Existing plus Project Conditions. <br />Source: TJKM Traffic Impact Study 2017 <br />Two roadway segment operations were evaluated under existing plus project conditions. Both <br />roadway segments were found to operate within City of San Leandro standards during the A.M. and <br />P.M. peak hours (Table 21). As the project would not impact a roadway segment to change from LOS <br />E to better to LOS F, the project would have a less than significant impact at the study segments <br />during both A.M. and P.M. peak hours. <br />Table 21 Existing plus Project Conditions Roadway Segment Level of Service – Advance Manufacturing <br />Roadway 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. between <br />Teagarden St. and <br />Alvarado St. <br />Eastbound A.M. 310 D 328 D 0.02 18 No <br />Westbound A.M. 457 D 459 D 0.00 2 No <br />Alvarado St. between <br />Aladdin Ave. and <br />Montague Ave. <br />Northbound A.M. 665 D 668 D 0.00 3 No <br />Southbound A.M. 385 D 415 D 0.04 30 No <br />Aladdin Ave. between <br />Teagarden St. and <br />Alvarado St. <br />Eastbound P.M. 382 D 384 D 0.00 2 No <br />Westbound P.M. 293 D 316 D 0.03 23 No <br />Alvarado St. between <br />Aladdin Ave. and <br />Montague Ave. <br />Northbound P.M. 563 D 602 D 0.05 39 No <br />Southbound P.M. 418 D 422 D 0.01 4 No <br />1 Volume to Capacity ratio. <br />Source: TJKM Traffic Impact Study 2017 <br />383