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INDUSTRIAL TESTING, INC. <br />3416 Everett .lvenue a Everett, N%'nshington 98201 a 206 o 259-0817 <br />r... <br />CONCRETE TEST REPORT REPORT NO. O <br />Report To Diu-v wl r.vere __ -iut ucun.i uuucuu <br />Project SUPPOrt Center E-352 <br />Contractor MPtrQPQlI.tan Co:.,''-riCt4on Co. <br />Date of Pour 1 O—1 P-711ocation of Pour Rol tmn F .g. .i7 n s A (8-9) Row WnrahnuaP <br />Al:;n I'nrking Garage iildt;, #10 ,W�c . 2 row,^, o Col mna n twe -n Lin 6 1-8. <br />MATERIALS AND MIX DATA USED PER CUBIC YARD <br />Concrete Supplier_ H660C 18Le0 SBnO ec liraVel 1;0. <br />Cu. Yds. Poured_— _ Design Strength 25J0 P.S.I. 28 days <br />Cement 1 lbs. Sack Type I Brand <br />Fine Aggregate— 15-44 <br />Coarse Aggregate 1724 lbs. <br />Coarse Aggregate lbs. <br />Water 21 gals. gals./por sack <br />Additives —Amount-- <br />Temperatures: Air 6a0 F• Concrete —_ <br />Cylinders or cubes cast by: rrEd DOmpier <br />TEST DATA <br />lbs. <br />Sieve Size <br />Sieve Size _ <br />Field Slump inches <br />_..._ _ _ Ent. Air-- 9% <br />F. Weatherer' i <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 />25 <br />10-W-71 <br />10-1 -71 <br />7 <br />3C-3654 <br />26 <br />11-9-71 <br />2P <br />?7 <br />1.1.-9-71 <br />pn <br />TESTED IN ACCORDANCE WITH APPLICABLE ASTM METHODS (OR AS NOTED) <br />REMARKS: <br />1 CiltSylOTTverett Builling Dept. <br />2 Bryants, Butterfield, Frets & Assoc. <br />1 Kase Vanden Ende, Strwt. Engr. <br />1 Metropolitan Constructf.on Co. <br />1 File <br />/J of <br />Arch. Assistant eneral tanager <br />I11DITSTRIAL TESTING, INC. <br />