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CASCADE TESTING 11 60RATORY, INC. <br />TESTING 6 INSPECTIC - ENGINEERS <br />LL 141:0 N.E 21t1 STREET <br />;: $x..... BELLEVUE, WASHINGT'ON 9BOD' <br />PHONE 206/6412573 <br />Seattle 1 525 6700 <br />TO Whiteley/Jacobsen <br />2118 Third Avenue <br />Seattle, WA 98121 <br />ATTN, Jack <br />CHE FOLLOWING WAS NOTED <br />r MJr OrTE <br />1 1 S <br />DATE <br />2/8/80 <br />CERT. NO. <br />797-12E <br />PROJECT <br />Street Building <br />LOCATION <br />Wetmore F, Wall - Everett, WA <br />BLDG. PERIAIT NO, <br />I OWNER <br />Nall St. Group <br />WEATIIER <br />TCNP AT AM <br />42 <br />Cloudy <br />AT noo PlA <br />LNGINEER <br />W/J/A <br />ARCHITECT --_ <br />W/J/A <br />_ <br />CONT RACT.R�--- --- <br />Baugh Construction <br />FIELD TEST DATA <br />TIME SLUMP <br />SAIR <br />UNIT <br />WEIGHT <br />YEILD <br />CEM[NlIT <br />FACTOR <br />noon 4 1/211 <br />I <br />__-- <br />—__-- <br />1 <br />BATCH DATA FOR 1 CU. YARD <br />DESIGN <br />WEIGHTS <br />I.1015r <br />ADJUSTLO <br />WEIGHTS <br />CCMCNT <br />564 <br />— <br />1300 <br />_ <br />1900 <br />3/4 <br />k <br />30 ga <br />. Ho <br />wate <br />UNDER DA76 <br />I <br />DATE <br />AGE -- <br />DAY, <br />511E <br />WLIGIII <br />TO I AL LOAD <br />STRCNGTIt PIS 1 <br />TYPE BREAK <br />NUMBER MADE <br />TESTED <br />2 8 <br />2 15 80 <br />7_ <br />136 000 <br />4810 <br />--- <br />_- <br />6050 <br />vt i <br />28 <br />171,000 <br />80 <br />;; <br />3 7 <br />___— <br />— <br />11 <br />II <br />165L000 <br />_ 5840 <br />_ <br />11 <br />II <br />_ <br />— <br />i <br />pp TyD T 1 I CU. YARDS PLACED 110 <br />PRODUCERS. CONCRETE- ,i Y�— CEMENT—iJ-yLL'_-i <br />8oz per sk/c1�' 4000 <br />AEA ADMIX_ PrI7��? 34. t4N CAC12-- {_—%-- DESIGN ST RCNGTN <br />PLACEMENTAREAL NOILS�._.S4V-1inders- -iy-Tall perimeter beam Row 6(G-G•20 <br />------------ -- -� I'1 . <br />[red Dom�ie�7 OF T(�— <br />COPIESTO. �I ��IT'/. JC .., _ Inspection Dept. <br />i 7 - <br />SIGNEO:_� f <br />