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INDUSTRIAL TESTING, INC. <br />3418 Everett Avemw • Everett, Washington 98201 • 206 a 0 9d1817 <br />CONCRETE TEST REPORT <br />Report To <br />Project _ <br />Contractor <br />Date of Pt <br />REPORT NO. 18 <br />;r') 1-3 & (1) A. -P. — _ --- - <br />dzkRIALS <br />AND MIX DATA USED <br />PER e7UBIC YARD <br />Concrete Supplior <br />Associated Sand & <br />Grave). Co. <br />Cu Yds. Poured _ <br />Design Strength <br />2500 _ P.S.I. (a) 28 days <br />Cement `1- Ibs.-__ <br />. Sack Type I <br />Brand <br />Fine Aggregate _ <br />_ <br />Ibs. <br />Coarse Aggregate. <br />1724 Ibs. <br />Steve Size -3/4" <br />Course Aggregate <br />Ibs. <br />Sieve Size <br />Water 21 gals, <br />Additives POZZOlith 10G1d <br />gals./ Ter sack <br />_ <br />/-F-te_ld Slump �'z�,-i�11 inches <br />AmounV%����C <br />Ent. Air_ <br />Temperatures: Air 42-� <br />F. Concrete— <br />_% <br />_. 65U F WeathersJX-Aldo & M_ <br />Cylinders or cubes cast b; : __ <br />Gary Pachok_ <br />TEST DA1'A <br />CYLINDER <br />NO. <br />WEIGHT <br />DATt <br />Ct.57 <br />DATE <br />TESTED <br />DAYS <br />CURED <br />UNIT <br />IOAD—P.5.1. <br />LAB. <br />NO, <br />11-2- 1 <br />11- - 1 <br />7 <br />__3 <br />" <br />11-30-71 <br />28 <br />11-30-71 <br />2.9 <br />L_ <br />TESTED IN ACCORDANCE WITH APPLICABLE ASTM METHODS (OR AS NOTED) <br />REMARKS: <br />1 8ltfly oT verett Building Dept. <br />2 Bryantes Butterfield, Frets & Assoc <br />1 Kase Vanden Ende, Struct. Engr. <br />1 Metropolitan Construction Co. <br />1 Associated Sand & Gravel Co. <br />1 File <br />/Joj <br />Arch. Assistant General Manager <br />INDUSTRIAL TESTING, INC. <br />