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G <br />T <br />CASCADE TESTING L� ORATORY, INC. <br />TESTING E INiPECTION - ENGINEERS <br />14120 N E. 2111 STREET <br />CLLLEVUE, WASHINGTON 96007 <br />PHONE. 206 / 611 2573 <br />Swil. / S25 6700 <br />TD,_ Whiteley/Jacobsen <br />2118 Third Avenue <br />Seattle, WA 98121 <br />ATTN; <br />THE FOLLOWING WAS NOTED <br />rnvr1)1:TI: <br />1 :1 <br />DATE CERT. NO. <br />Sn <br />PROJECT <br />Wall Street Building <br />LOCATIUN <br />Wetmore F1 Wall - Everett, WA <br />BLDG. PERMIT NO, <br />OWNER <br />Well St. Group <br />WEATI/ER <br />TEMP AT 11 AM <br />sunny <br />s0 <br />AT PM <br />ENGINEER <br />l4/J/A <br />ARCHITECT <br />W/J/A <br />CONTRACTOR <br />Baugh Construction <br />FIELD TEST DATA <br />I <br />SLUMP <br />I Rglp <br />UNIT <br />TEMP. <br />11 <br />1/2ml3 " <br />NFACTOR <br />JC�,� <br />I <br />1 <br />COMPRESSIVE STRENOn/ <br />BATCH DATA FOR 1 CU. YARD <br />DESIGN <br />WEIGHTS <br />X <br />MOIST <br />ADJUSTED <br />WEIGHTS <br />CEMENT <br />FA. <br />No ba <br />C.A. <br />4tcke:L <br />WATER <br />Tt'1TAL <br />CYLINDER <br />DATE DALE <br />AGE <br />NUTA BER <br />I MADE I TESTEL <br />OAV$ <br />SI.'E <br />WEIGIIT <br />TOTAL LOAD <br />STRENGTH PSI <br />TYPEBn EAK <br />3665 <br />3/5 3/10/80 <br />5 <br />6x12 <br />70,000 <br />2480 <br />i <br />j 3666 <br />I "-13/11/80 <br />6 <br />85,000 <br />3006 <br />--- <br />-- <br />I 5667 <br />I, !4/2/30 <br />78 <br />11 <br />1 <br />I <br />i <br />?RODUCCRS: CONCRETE Assoc. S F; r, _ CEMENT IYPC I___CU.YAROS PLACED 18 <br />.EA ADMIX. <br />CPC12---:, --_DESIGN STRENGTH 400F' <br />"LACEMENT AREA& NOTES. Main entrance 1st floor stairs and wheelchair ramp. Grids <br />— - - --- , I y 0,' t VcRErr <br />--_'_- SIGNED: ✓)E Cjo �i..-.. <br />