Laserfiche WebLink
LY lob Sitp CT g?F <br />TF! ' -'lies--„_-�r� - <br />Mar 26.97 <br />I'lo:7nt P-.02 <br />March 25. 1997 <br />Gall Landau Yr:ung <br />P.O. Box 6711' <br />Bellevue. WA 113008 <br />ATTN: bony Bdght <br />RE. Colnmvoity Transit . Everett, WA Oe ' CAL 11 <br />Low Concrete Strength Breaks V <br />Doug: (.A.ddt)' .*T6)1 ti c <br />l have reviewed the compressive strength tr;sts performed I - adr Testing <br />Lab in a letter to Assoriated Sand and Gravel dated rebrua, 1997. The <br />average, break for the caroc was 3670 psi. This provides sdequ,.re $strength to <br />allow for thq proper performance of the tilt up panels in the bus wash and bur <br />fuel hrlildings. <br />To my know!edge, ell thu eunerete strength requiraments for the building have <br />now been rr^ot or excoedrid as indicated by tost re,-mlt<.. <br />Please call if you have any questions. <br />Suu:craly, <br />I: N,51NEFP,S NO THWEST, INC. P.S. <br />IW� Dale Kaemin .�'1,` <br />.E. <br />Associate I <br />DK.jI <br />cc: Herold Christensen • LMA <br />E14GINFERS NORTHWEST, INC. P.S. • SMUCTUnAL ENC VEERS <br />t t•.:� 666]':.fx).7r•rK'1 AVENUC NG LEsrtr.[wr.4Ei,S I:'067 S:S'!EO F��'(.^O�S!lM�! 6Jc11 LE.. S- 7�!.. <br />