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--r- CASCADE TESTING L7,Ov.3o7ATOFY, INC. <br />TES" ING — INSPECTIO ENGINEERS <br />14120 N E 2111 STREET <br />a� CFLLEVUE, WASHINGTON 98007 <br />PHONE. 2061641 2573 <br />Scaulb 1 525 6700 <br />Whiteley/Jacobsen <br />2118 Third Avenue <br />Seattle, WA 98121 <br />''HE FOLLOWING %VAS NOTED <br />rn ru11T. <br />1 1� <br />A. <br />DATE <br />CERT NO. <br />2/13/80 <br />797-12E <br />PROJECT <br />Wall Street Building <br />LOCATION <br />Wall F, Wetmore - Everett, WA <br />BLDG. PERMIT NO. <br />OWNER <br />Wall St. Group <br />WLATHER <br />TEMP AT AM <br />p.Cloudy <br />40 AT 1 PM <br />ENGINEER <br />W/J/A <br />ARCHITECT <br />WIVA <br />CONTRACTOR <br />Baugh Construction <br />FIELD TEST DATA <br />UNIT <br />TIME 5L11}/.P NAIR I WEIGHl YL11 D— <br />- <br />CEMENT <br />FACTOR <br />TLMP. <br />CONC AIR <br />l�rl I <br />4" I <br />5 1/2s <br />40 <br />1 <br />mG[ce:v[ <T O[Nf.TH <br />BA-X14 DATA FOR I CU. YARD <br />OLSIGN <br />WEI,:HTS <br />% <br />MOIST <br />ADJUSTED <br />WEIGHTS <br />CEMENT <br />5 1,12s <br />FA, <br />4000 11v+ <br />C.A. <br />WATER <br />_- <br />t1 <br />}let wa <br />.er <br />`M:AL <br />CYLINDER i <br />NUL'6ER <br />DATE <br />MAD. <br />OAT <br />TESTED <br />AGL <br />DAYS <br />51ZL <br />WEIGIII <br />TOTAL LOAD <br />STRCNG (H PSI <br />TYPE BREAK <br />3367 ' <br />2/13 <br />2/20/80 <br />7 <br />6x12 <br />— <br />_113 500 <br />_. 169,000 <br />4014 <br />_ <br />3368 <br />3/12/80 <br />28 <br />5980 <br />3369 <br />3 12 80 <br />165,000 <br />5840 <br />i <br />-,RODUCERS: CONCRETE - <br />Assoc S i G _CEMENT Tyne 1 CU.YARDS PLACED_ 5 1/2 <br />- <br />ArA _ADMIX Pozz -CAC72 %— DESIGN STRENGTH 4000 — <br />PLACCNENT AREA 4 NOTES <br />MAR 2 0 1980 <br />CITY OF EVERET <br />inspection Dept. <br />.:oPlEsrol�r `-ETC -f�•T.l� `k. �r>- �'.-5() <br />SIGNED: <br />