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nstruction Inspection d Related Tests <br />Carlson Construction Consultants, Inc. <br />P.O. BOX 25752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 98125 <br />PHONE (206) 364-9500 <br />REPORT OF CONCRETE TEST SPECIMENS <br />3/.25 /81 <br />Date Molded: y , 19 Job. No. )C—?r{99 PERMIT <br />W. F. Brenner <br />Client' <br />Address <br />Nor;,hwest Motor Ina <br />960.2 19th Ave. S.E., Everett <br />We F. Brenner Sub -Contractor: <br />Contractor: <br />Architect: Engineer: — <br />Concrete Supplier: Associated Sand and Gravel Cost by: C. L. Dollison <br />cloudy 54 50 <br />Weather: <br />Location of Concrete Placement <br />Temp. high: Temp. low: <br />All of perimeter footings for Bldg. C. <br />2500 28 4 <br />Strength Requirement: PSI 6day Slump: — <br />Cement Type: I No. of sacks: 4� Entrained Air m <br />Admix, Amount: 32/4/Bk Brand :fly _ash Admix, Amount, <br />50'!,/100,0 Brand: P02Z 344N <br />1/8 natural bldg. <br />Coarse agg. size:_— Type:_--- ---— Fine Agg. Size: <br />Specimen <br />No. <br />Specimen <br />Type <br />Test p <br />Days <br />Register <br />Number <br />Dole <br />Rec'd. <br />Date <br />Tested <br />Toml <br />Load <br />Brea <br />Unit Load <br />PSI <br />Report <br />No. <br />3 A <br />6x12 <br />7 <br />K 1845 <br />3/27 <br />4/1 <br />68,000 <br />28.21 <br />2410 <br />3 B <br />28 <br />K 180 <br />3/27 <br />4/22 <br />28.27 <br />3 C <br />28 <br />K 1847 <br />3/27 <br />4/22 <br />28.27 <br />D <br />E <br />F <br />Remarks: - <br />ect City of Everett <br />mm 5 <br />farm No: 1 2-80 <br />FRANK W. CARLSON <br />