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onstruction Inspection 9 Related Tests <br />Carlson <br />Construction <br />Consultants, <br />Inc. <br />P.O. BOX <br />25752 -' LAKE CITY STATION <br />SEATT'LE, <br />WASHINGTON 98125 <br />PHONE (206) 364.9500 <br />REPORT OF CONCRETE TEST SPECIMENS <br />J Date Molded: ?3 $1 , 19 Job. No. 3 2493 <br />1-Werigreen State Construction Inc. <br />Pero Machinist Hall <br />2121 Hest Cesino Rd.. FWere•ht <br />Contractor: <br />1.vergrean State Const. Sub -Contractor: <br />Architect: 111TB Engineer: <br />Concrete Supplier: Associates Sand aid Gravel Cost by: _ C. L. Dollison <br />Weather: _ vain Temp. high: 52 Temp. low: _ 1t9 <br />Location of Concrete Placement: Retaining Wall starting 1..81 Blest of ! .n 1 frcm 79' to 129' <br />^pal) 2A I, <br />Strength Requirement: <br />T <br />Admix, Amount: eQ1 J0"� �Brand; f1Yash <br />Entrained Air % <br />Admix, Amount ZOZ 100/r Brand: POLZ 3414 <br />Coarse agg. size:—_ 7/6 --Type:. _— 11-8tTra-- Fine Agg. Size: — bldg. <br />Specimen <br />No. <br />Specimen <br />Type <br />Test 4 <br />Days <br />Register <br />Numb., <br />D.t. <br />Rec'd. <br />D.I. <br />Tesled <br />T.,.I <br />Load <br />A,c. <br />Unit Load <br />PSI <br />Report <br />No. <br />3 A <br />6X12 <br />7 <br />K 1762 <br />3/24 <br />3/30 <br />'79,000 <br />28.2; <br />2790 <br />3 <br />3 B <br />28 <br />K 1763 <br />3/24 <br />4/20 <br />26.27 <br />3 C <br />28 <br />K 1764 <br />3/24 <br />4/20 <br />28.27 <br />D <br />E <br />L F <br />Howard Nuedles TLmmen & Bergendoff Inc. <br />4� <br />FRANK W. CARLSON <br />