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INDUSTRIAL TESTING, INC. <br />3416 Everett Avenue • Everett, Washington 9R201 • 206 •259.0817 <br />All <br />CONCRETE TEST REPORT REPORT NO.20 <br />Report To CitV of Everett Buildin* Department <br />ProjectS_uRDOrt Center < g-�52 <br />Contractor MPtronolltan Ronct:ruction Co. _ <br />Date of Pour] 1 -1 ?-71 Location of Pcur� , np.. T.inP A-5 to A.7F (11 2 to 11 3), RP�na_i i, <br />anrvl <br />MATERIALS AND MIX DATA USED PER CUBIC YARD <br />Concrete Supplier <br />Assoe>_aT:ed Sand & <br />Gravel Co. <br />Cu. Yds. Poured <br />_ Design Strength <br />3000 <br />P.S.I. @ 28 days <br />Cement __--.I', lbs. <br />91 Sack Type I <br />Brand <br />Fine Aggregate <br />153 <br />lbs. <br />Coarse Aggregate_ <br />1724 lbs. <br />Sieve Size <br />-3�4tt <br />Coarse Aggregate <br />lbs. <br />Sieve Size <br />Water --- _21 gals. <br />3.8 gals./per sack <br />Field Slump_ _ <br />2 inches <br />Additives. _ None <br />Amount_. <br />Ent. Air <br />Temperatures: Air - <br />_ <br />LOB. F. Concrete <br />77 F. <br />WeatherCl ottdy W/1 ' aht Rat❑ <br />Cylinders or cubes cost by: <br />Tom Nielsen <br />TEST DATA <br />CYLINDER <br />NO. <br />WEIGHT <br />DATE <br />CAST <br />I DATE <br />I TESTED <br />DAYS <br />CURED <br />UNIT <br />LOAD—P.S.I. <br />LAB. <br />NO. <br />P <br />11-12-',rl <br />11-1 -71 <br />?9 0 <br />EC- 142 <br />59 <br />1.2-10-71 <br />60 <br />12-10-71_ <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 &; Assoc <br />1 Kase Vanden Ende, Structural Engr. <br />1 Metropolitan Construction Co. <br />1 Associated Sand & Gravel Co. <br />1 File <br />/J OJ <br />M <br />Arch. Assistant Genera Manager <br />INDUSTRIAL TESTING, INC. <br />