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r <br />nstructian Inspection & Relatel Tests <br />Carlson <br />Construction <br />Consultants, <br />Inc. <br />P.O. BOX <br />25752 — LAKE CITY STATION <br />SEATTLE. WASHINGTON 98125 <br />PHONE (206) 364-9500 <br />REPORT OF CONCRETE TEST SPECIMENS <br />3/26/8]- <br />Date Molded: , 19 <br />Client: 11. F. Brenner <br />Project: <br />Address: <br />lforthwest Motor inn <br />.lob. No. 3C-2499 <br />51602 19th Ave. S.s., Everett <br />PERMIT <br />11. F. Brenner <br />Contractor: Sub -Contractor: <br />L. Robert Jensen <br />Architect: Engineer. <br />Concrete Supplier: <br />Associated Sand and Gravel _Cast by: C. D. Brown <br />partly sunny 63 45 <br />Weather: Temp. high: Temp. low: <br />Location of Concrete Placement: <br />Perimeter and central interior foundation walls for <br />Buildings A and B. <br />Strength Requirement: 2500 PSI @ 28 days Slump: 4 <br />;'.—design mix 4.5 <br />Cement Type: No. of sacks: Entrained Air <br />Admix, Amount: 3/4 sl'. Brand: fly ash Admix, Amount: 0Z/.,1- cmt Brand: P02Z 344N <br />7/8 natural bldg. <br />Coarse egg. size: Type:_ — _Fine Agg. Size: <br />Specimen <br />No. <br />Specimen <br />Type <br />Test A <br />Days <br />Register <br />Number <br />Dole <br />Re c'd. <br />Dale <br />Tested <br />Tolal <br />Load <br />Are. <br />Unit Load <br />PSI <br />Report <br />No. <br />4 A <br />6x12 <br />7 <br />K 1842 <br />3/27 <br />4/2 <br />54It000 <br />28.27 <br />1910 <br />4 <br />4 B <br />28 <br />K 1843 <br />3/27 <br />4/23 <br />28.2e/ <br />4 C <br />28 <br />K 1844 <br />3/27 <br />4/23 <br />28.27 <br />D <br />E <br />F <br />37 cubic yards placed <br />Remarks: <br />cc: City o:' Everett <br />mw 5 <br />Form No: 1 2.80 <br />1 <br />FRANK W. CARL <br />