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I\'llUS'1'RIAL 1'LSTING, INC. `'- .� � <br /> :i41fi I;vrr��tt A��rnnc • r � ' ( ( �.i • `.'J) <br /> Isvrrctt. R nshin�lon �N201 • 2(N1 • 25�-0�917 <br /> CONCRETE TEST REPORT <br /> Repor� To 11t�'-'�^�j tI0^�cr, COPnOTR{;10ri REPORT NO. 9 <br /> Project �^.^.lri 0� tlnqPtTp�pt (`Omn1 �� <br /> Contracror rnt �ued I{o'„c+s Gor'noT��QjL_ �—�--F'� 9 <br /> Do�e of Pour�,('�fl Locatan of Pour�C„qt�jui'I d n ' <br /> �011IId3.�1on i•I�l 1 � R� \*�rth i3i�i l ( in'�'�YI��S_�Si�t 1� ilf tini_��p�i <br /> Nortn Buildin� op �iT tt �3 �-�rni t n Font•i nr* = r +, = <br /> MATEI{IALS�AND MIX DATA USED PER CUBIC YARD <br /> Concrete Supplier Acsociated Sand & Gravel Com an <br /> Cu, Yda. Poured �' Design Strongth_ 30U� <br /> Ceman�— �17 Ibs. �i-> P.S.L �td 7B da <br /> Flne Aggrega�e r Sock Type 2 e.and Lone $tAp Y� <br /> Coorse Aggrogale— l.']jr7 4 Ib�. <br /> Coarsa Ag rogale Ibs. Siave Size � <br /> Water_ �9.�5 Ibi. Sieve Si:e <br /> 9���' �'�--5 --- o��•/ e/ sock Field lurn S- c <br /> Additives 1`�-VIZ g P �����ir-��— <br /> Amounl�/4 �O ZOZ�DPr �v inchef <br /> Tamperalure« qir En�. qir x <br /> -------_ F. Concre�e F. Wea�her C1GaP � <br /> Cylinden or cube� ca�t by�_GAPy PAChCk <br /> TEST DATA <br /> CYNODEp WEIGHT DATE DATE <br /> CAST TESTED DAVS UNIi ��g <br /> CURED IOAD-P,5,1, Np <br /> � 18 0 25 b <br /> 1 4 EC-18o6 <br /> 26 �� <br /> 0 <br /> �� <br /> TESTED IN ACCORDAIICE WITH APPIICABLE ASTM METHODS (OR AS NOTED) <br /> REMARKS: <br /> DISTRIBUTION: <br /> 2.Tnompnon-Ifancen, Architects / �1.._,_„�� `�,,,_Q <br /> i1 IIuildin� Departmert, Everett '—' <br /> 1 Pro,ject Job Superintendent Assistan Genera a�na��r <br /> 1 �dr. Glen McCurdy I�USTRIAL TESTING, INC. <br /> 1 File <br /> /c,jl <br /> i <br /> 1 <br />