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INDUSTRIAL TESTING, <br />3416 Everett Avenue • Asrrett. Washington 95201 <br />CONCRETE TEST REPORT <br />Report To Clty Or Everett <br />Project Supp-ort—Gmter <br />Contractor Mptropn i tan Cps <br />Date of Pour .12-7T77 Location of Pour <br />INC. <br />Is 200 • 959-081 t <br />REPORT No2'7 <br />MATERIALS AND MIX DATA USED PER CUBIC YARD <br />Concrete Supplier__Associated sand and Gravel Co. _ <br />Cu. Yds. Pcured -� -- Design StrengthG�%G _._ P.S.I. « 28 days <br />Cement 517 Ibs, Sack Type _ I Brand <br />Fine Aggregate. 1534 _ <br />Coarse Aggregate —1724 tbs. Sieve Size <br />-314tt lbs. <br />Coarse Aggregate Ibs. Sieve Size- <br />d; 2� gals. �_� gals./per sack Field Slump. 3 ' inches <br />Additives POZZOlith Amount_ Z <br />F. _._/_s_aCk Ent. Air % <br />Temperatures: Air _3_ _._ Concrete . F. Weather Partly C1OudY & Calm <br />Cylinders or cubes cast bytToh, Nielsen _ <br />TEST DATA <br />CYLINDER <br />NO. <br />WEIGHT <br />FDATE <br />CAST <br />DATE <br />TES;FD <br />DAYS <br />CURED <br />UNIT <br />LOAD—P.S.I. <br />LAB. <br />NO. <br />7 <br />12-1-71 <br />12-8-71 <br />7 <br />3590 <br />EC-3787 <br />80 <br />12-1-71 <br />12-29-7 <br />28 <br />4490 <br />81 <br />12-1-71 <br />12-29-7 <br />28 <br />4510 <br />. <br />1T <br />TESTED IN ACCORDANCE WITH APPLICABLE ASTM METHODS (OR AS NOTED) <br />REMARKS: <br />DISTRIBUTION. <br />1 City of Everett Building Department <br />2 Bryants. Butterfield. Frets h Assoc <br />1 Kase Vanden Ende. Structural Engr <br />1 Metropolitan Construction Co. <br />1 Associated Sand and Gravel Co. <br />1 File <br />As <br />AssTe an General Manager <br />INDUSTRIAL TESTING, INC. <br />