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INDUSTRIAL TESTING, INC. <br />:1416 Everelt Avenue • Everett, Washington DS201 • 206 • 259-0817 <br />CONCRETE TEST REPORT REPORT No27 <br />Report To City_of E_v_erett Building Department <br />Project. SUPP9it-CCnt_0r E- <br />Contractor Metropolitan_Conatructlon_CompaTly — <br />Date of Pour 17-1-71Location of Pour -Panels _#8_East:-#51-#G-s-and-.7_Yest_ <br />MATERIALS AND MIX DATA USED PER CUBIC YARD <br />Concrete Supplier Associated Sand and Gravel Co. _ _ <br />Cu. Yde <br />s. Poured 5+..47 _ Design Strength_ _900 P.S.I. 48 days <br />Cement 17 Ibs. 51 _ Sack Type I Brand <br />Fine Aggregate —1534— Ibs. <br />Coarse Aggregate 1724 Ibs. Sieve Size — <br />Ott <br />Coarse Aggregate Ibs. Sieve Size — <br />Water 21 gals.3• —gals./per sack Field Slump-3. inches <br />AdditivesPoZZOlith IRON Amount Z. sack Ent. Air % <br />Temperaturesi Air_1C-- F. Concrete_. F. Weather Partly C1011dY & Calm <br />Cylinders or cubes cast by: Tom Nielsen <br />TEST DATA <br />CYLINDER <br />NO, <br />WEIGHT <br />DATE <br />CAST <br />DATE <br />TESTED <br />DAYS <br />CURED <br />UNIT <br />LOAD—P.S.I. <br />LAB. <br />NO. <br />79 <br />12-1-71 <br />12-8-71 <br />7 <br />3590 <br />EC-3787 <br />80 <br />12-1-71 <br />12-29-73 <br />28 <br />81 <br />12-1-71 <br />12-29-71 <br />28 <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 and Gravel Co. <br />1 File <br />/aa <br />Aos s-tan _( eneral anager <br />INDUSTRIAL TESTINGO INC. <br />