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L <br />istruction Inspection 9 Related Tests <br />i' <br />Carlson Construction Consultants, Inc. <br />P.O. BOX 25752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 98125 <br />P.,..N t9n9i eaa-osnn <br />REPORT OF CONCRETE TEST SPECIMENS <br />Do;: Molded: 3/20/81 , 19 Job. No. >C-2499 PERMIT NO. <br />Client- W.F. Brcnnsr <br />Project: Northwest Motor Inn <br />Address: 960.a 19th Ave. S.F., L%myett <br />C YLI'. Brenner <br />ontractor. <br />Architect — <br />Concrete Supplier: <br />Associated <br />Sub -Contractor: <br />Engineer: — <br />Cost by: C. L. Doll: ,on <br />clear & Sunny 60 55 <br />Weather: Temp. high: Temp. low: <br />Location of Concrete Placement: BuL.dings A and D c'11 perimeter :'cv: trigs ind pinterior <br />pads <br />Strength Requirement: 2503 PSIS 28 days Slump: 3 _ <br />Cement T I L,;- <br />Type. No. of sacks: '4 Entrained Air m <br />Admix, Amount: 3/4 sk Brand: ily ash Admix, Amount5o.!/3.14Brand: Pozz 34L.0 <br />Coarse agg. size:—_7jg Type:. _— nattual Fine Agg. Size: 131�g. <br />Specimen <br />No. <br />Specimen <br />Type <br />Test 0 <br />Days <br />Register <br />Nomber <br />Dote <br />Ree'd. <br />Date <br />Tested <br />Total <br />Load <br />A,.o <br />Unit Load <br />PSI <br />Report <br />No. <br />1 A <br />6x12 <br />7 <br />K 1745 <br />3/21 <br />3/27 <br />47:0..J <br />21i. 'rt <br />166o <br />1 B <br />28 <br />K 171:6 <br />3/21 <br />4/3.7 <br />28.2'.1 <br />1 C <br />28 <br />K 1:4:7 <br />3/21 <br />4/7.7 <br />28.27 <br />D <br />E <br />F <br />Remarks: <br />cc: City 0.f Everett <br />nlw 5 <br />Farm No: 1 2.80 <br />FRANK W. CARLSON <br />