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1 \_ �_ 'M1 I, r .�i � <br /> �pG��EStIMC PITTSBURGFi TESTING LABORATORY <br /> .s •���IB� voAv i^�x.n.se <br /> c�• 1�\�`�s nr�e��+Ym �ee� <br /> t�` � 1 � 876 N.W. <9ih STREET., SEATTLE. WASHIKGTON 98107 <br /> y, � a <br /> ,� :. �ry .s . �,,,� ._ . ���� o � �s wi..� „ OrdcrNo. SL �397� <br /> i'. � . n eu �n:�. . r �. 7 <br /> :V._ .%�+ rnu oei cu � ; �e . <br /> \yFFA NO���� �• n� ,s .e . �n� �an n. -n o., .�. � a. ... ••"' r'' Rcport No. 59 H <br /> CONCRETE TEST REPORT <br /> Cl��or': No. D-A04419-090C <br /> 7ate Moulded . 1�-13-)8 . . Rcpo��ed L�-23-�� " 11-13'�`� . . . . . <br /> P.oi��r__ ______ Boeing Gverett Facility. Building 40-32/33 _ _ . - ._ . <br /> Ar — __ ._Cverett _ _ _ _ _ _ _ _ _ _ - - - _ _ <br /> Comra�ro� The �lustin Cor�pany _ . _ _ - _ _- -_ _- <br /> 3eported ro _. __.._Sec 13elow----- - __ _ _ _ _ _ ---- --- - - — ----- -- --- - <br /> Co�crere Soppl�e�.. .Associated Sand & Gravel _. ________ _. _.__ _ _ _ _ ____ .__ _ <br /> �uanlity Represenled . LOO- Cu. Yds. $pecimens made by__ - .. __..__...__CL1flriC----... .. No. $ubmilfed__3. - <br /> LocationoFpour----FOOt1IIs..1-13.5, .I-16.0. - -- -- - --.. . _- - __-------. <br /> - _ _ - - _ _ _ _ - -- -- - ---- <br /> Streny(h requirement 3QQQ -_. psi af 26 days <br /> --... . <br /> - --- - --.. _ _ __ --- -- ------------ - <br /> MATERIAL PROPORTIONS USED (Quanti�ies per cuLic yard oF concrete) MIX No.:_ _ <br /> Cemenf_._ . __ _ ___Ibs. _._.- ---bags Type------ --- Bwnd----------- -- <br /> Fine Aggregale 15:`J) . . . . _ ._. __ Ibs. Source - -- .. _ .. _ . . ._.---,- --- TYPe:— .-- - <br /> Coarse Agg�egate (SSD) . . .__--. Ibz. Size ______ _ __ Source- _ _ ..._.-___..___Type: __ ._ <br /> Coarze Aggregatc ($SD)_...-__._..— Ibs. $ize -_____Source__ . _ ______-_--_Typc:____ _ <br /> Narer To�al__ ... . __.._--_Gals.____._ Gals., bag <br /> Admixture: Amounl __._-__..-__--________ Kind _.___-_-_ _____ _. _..._.________..___. —. .. . <br /> Admixture: Amounl Kind _ . _ . _________,___ __ <br /> Above information obtained From: PTL barching inspection � Project Engineer � Contracror � <br /> Concrete $upplier � Othe� ❑ (Des�qnatc)__._ _ . . . <br /> - -�- --- - - --.. . _..__._ ._- ----.... ..---- - - --- <br /> - - --_..- - - - - - - --- ._._ <br /> Cntr. Air __ o Actual $lump__.___ In. Ticket Nc.: 2Q5(�$Z _'j'�:.. _;r1J� <br /> Temperatures: Air __._ ._ .__fiQ_'F Concretc _ . . _. ____'F Weathcr __CLegr . . . .__.. ___. ______ <br /> !dixing: Cenlral Mix � Truck Mix ❑ Job Mix [� <br /> 46ove $ite Inlormation obfained from: PTL Inspection I`f Project Engineer � Conlractor � <br /> Concrcic $upplier � Other [] (Designote)___ . _ . . _._.__ . . <br /> Cyls. delivered to laboratcry by: PTL ❑ Confractar � Engincer � Cominon Carricr [, <br /> Cylinder $ize 6 x 12 Inches COMPRESSIVE STRENGTH Arca 28.27 Sq. Ins. <br /> -- I <br /> 1 '� -- �( - - ] <br /> 5>ECIMEY •f.F I LI�BOR�!OPY � iF [�<TC i ♦OT�L I UNIi REPOR! <br /> u�RKIbG D4Y5 I YIIMqF9 1 9E . E�vEO _ TESTF.(l 1 IDAp-vOUN�S_ I. LO�O • > 5.1 _ � 40. <br /> + � � I <br /> �6 A I 7:'tl 8757 1U-16 LO-20 � 79�000 2J90:; 59 r\ <br /> �6 B 28 i 8758 I 11-10 119,000 4210 59 g '� <br /> �6 C i 28 � 8759 i , i 11-10 I 112,000 39G0 59 B , <br /> NO 01'fiL�tt INFORMATION 9UBhtTTi�.THI9��i <br /> Cii�R7'�E9 ONLY T[i�TF.9T RE9ULT8 OF CYLJNER.; <br /> _ _. A$ REPORTED HF;REIN. ; ' I _ <br /> � —�'�'--__ Day teses previnusly roported . . . 1. .- ., -� -- <br /> � l ' �� P, rl <br /> Remmks:S.C:__. . 3 Boeing . Eng. &_ Const.LALtn;_ I.arr.y�lements___.._ .D �__,__--�1� <br /> ----------1 The_��vstii:_Co.l��tkn�_J_._Pgt_ezsnn --- — - <br /> ------_ _. _ 1 _E:verett. Bldg._ Dept�------------ -- <br /> 2 Seattle_PTL - - _ - ����-i�� <br /> - -- - --CE7�'-r=_-�1._�r'i`TT <br /> Respectful�S`Jy�m�/6j1�! (�?At, <br /> PITT58URGil TESTIN��RA'fOf:Y <br /> 1 <br /> _Se�1. � uS _ . _ 9_. <br /> La District Mana er <br />