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'b� -WL— CASCADE TESTING "'� 70RATORYY INC. <br />%� 4 TCGTING 6 INSPECTID:- - ENGINEERS <br />!q 14120 N.E. 2/tt STREET <br />1 <br />a .BELLEVUE. WASHINGTON 90007 <br />PHONE. 206 / 641-2573 <br />Seattle 1 525 6700 <br />R7)iteley/Jacobsen <br />2118 Third Avenue <br />Seattle, 1VA 98121 <br />-I. __ ---.Tack W7iitele <br />C.t FOLLOWING WAS NOTED <br />CONCRETE <br />NO, 0 2U 1 21__ <br />DAIS <br />CERT. NO. <br />2/18/80 <br />797-12E <br />PROJECT <br />— <br />Wall Street Building <br />LOCATION <br />_ <br />Wetmore f, <br />Wall - Everett, WA <br />BLOC. PERMIT NO. <br />OWNER <br />Wall St. Group <br />YILATIIER <br />TEMP AT AM <br />rainy <br />46 AT 12:3%m <br />LNGINEER <br />W/J/A <br />ARCHITECT <br />--- <br />W/J/A <br />CONTRACTOR <br />_ <br />Baugh Construction <br />FIELD TEST DATA <br />TIME i 5LI:MP <br />UNIT <br />%AIR WEI3HT <br />YLILU <br />CEMENT <br />I -ACTOR <br />TEMP. <br />CONC <br />AIR <br />!12:46 7" <br />6 sk <br />57 <br />47 <br />I <br />i <br />I <br />I 141 <br />COMPRESSIVE STRENGTH <br />BATCH DATA FOR 1 CU. YARD <br />DESIGN <br />WEIGHTS <br />% <br />MOIST <br />ADJUSTED <br />WGIGH15 <br />CEMENI <br />FA <br />No b <br />tch veights <br />C.A. <br />WATER <br />TOTAL <br />I CYLINDER I DATE OAT! <br />NUMBER I MADEI TESTED <br />AGL <br />DAY5 <br />SIZL <br />WEIGIIT <br />TOTAL LOAD <br />STRCNOTII PSI <br />TYPE BREAK <br />I � I <br />I <br />404 y 2/18 2/25/80 <br />i 3405 �M 13 17 80 <br />7 <br />28 <br />6x12 <br />_ <br />100 000_ <br />136P000 <br />4810 <br />I 3406 I <br />135.500 <br />4790 <br />PRODUCERS: CONCRETE Assoc, S F G CLIALNt___ ynC I CU. YARDS PLACED 4 <br />4CA _AD&ux.H/W Po2 CpCl2 S DESIGN STRENGTH 3000 <br />PLACEMENT AREA& NOTES 10th floor machincry_pai15. <br />T MAR 2 c1 1980 <br />_.CITY OF EVERETT, <br />CO�IC5 WJA-COL-BI"_V;S G-AS&G <br />SIGNED! � <br />