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1 � l <br /> /Jp�!�nS���Bp PITTSBURGH TESTING LABORATORY ��Au ����.�.,E � <br /> vi�• •� i or�au��mun <br /> n B26 N.W. 49�h STREET., SEATTLE, WASHIIyGTON 98107 <br /> j � •f � Mliill�l P90i(lii[�4 iA CL'.[Ni5 ir�f VUSLiC �NO flli�ffLV�: �lL I�IIOR�• <br /> '"y��, J��"� •xr sun.rtnn �e t�r cnr�rm�vn�� rnn�r.r. rn art�.ro •N.�4�rtMnvix.noH O�dGI No. SE 9972 <br /> C.�, h ��n r�.ni�u.+,v nr sr.rru�wie cavcu�e�or�e on �.*v.cra �+� on rrrc.vo�Nc <br /> hf�q5�N0�� ouu �rronrs �s nrzce�m r•�.nn�vr. aiu� w�nrin �ernn.�i <br /> Reporf No. 7p C <br /> CONCRETE TEST REPORT <br /> Client's NoD-A04419-0900 <br /> Date Moulded 10-30-JS _ Reported _ 11-7-78 * 11-28-78** 1-4-79 <br /> P.oi«r . _ _ __ eoeing_ Everett Facility Building 40-32/33 _ ___ _._. <br /> ar -__-- .._- _ _ -- Everett _ -_ _ _ -- _ - _ _ _ _ W. _0. 8-E6282-6100-886019 . --- -. <br /> Co���a�ro� __ _ _The Austin Company - - - - ---. _ ----- <br /> R�Po�r�d ro --_&ee_Below_ __ -- ---- - .----- _-- ---- . . _ _ _ <br /> - — <br /> Co�<«�� S�PPi�o� _Associated_ Sand..& GraveL __ ____ - - __ ___ . _ ____---__. <br /> Ouantity Represented __26- Cu. Yds. Specimens made by__ _Cl�e[1C __ __.. __ No. Submilled__3_._ - <br /> Locmion of pou�__Slab_bett,�eQn_13S_ +._14.0_ __ ____ _ _ _ <br /> - - - -- ---- --------- - ------- <br /> Sfrenglh requiremenf ___ . . _�i���---.'.__-psi af Z8 days <br /> __ _ .__ . _ _. . . —_ ___ <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yord ol concrete) MI7( No.:_Class_E- <br /> Ccment-- -------_Ibs.--------bags Type Brand---------------_ —. - <br /> Fine Aggregate ($SD) Ibs. $ource_ - _----_------ TYPe� - <br /> CoarseAggregale ($$D) Ibs. Sixe____.___._.- Source_...._-_____. -_____Type: . _.- <br /> Coarse Aggregatc (ssD) . NO OZ7iEii INROBI�tATiON-SOT8MI7'1'ED.T�T� ---Type:__ __ <br /> waror Total _ ___ _ _ _ - CERTIF'Ir$ONLY THF TE.STAFSUGA}SOF4CYI.IN�R19 <br /> Admixfure� Amount _.. _.__. � ��A�LD �����.------ -��-- -------------- - <br /> Admixture: Amounf--.--__ .._-- . .-.- .--- Kind ----._ ._-- -----_--_ _ <br /> Above inFormotion obtained from: PTL batching inspection ❑ Projecl Eng��neer ❑ Contractor ❑ <br /> � Concrete $upplier � Olher ❑ (Designal�)______ _ _._ <br /> — -_-— . . . - -. _ -_-__— ..---- - ---- ---- - . . .--- --- -- -- � ------ ----- <br /> Entr Air__ - e Actual $lump____�_ In. Ticket No.:2,Q6Z6(�_.Tk.�7_4__ <br /> Temperatures: Air __.4�______�F Concrete _________�F Weather___C12aT ..-___ ____ __ ___ <br /> Mixing: Central Mix � Truck Mix ❑ �06 Miz � <br /> Above $i1e Information obtoined from: PTL Inspecfion ❑ Projecf E��ginem � Contracfor ❑ <br /> Concrele Supplier ❑ Othe- ❑ (Designore)__ _. _._. . . ..... ... . .._-_ <br /> Cyls. delivtred to laborafory by: PTL ❑ C'ontractor � Engineer [] Common Carrier � <br /> - --__. .___._-.___ ._-- - ------ <br /> Cylinde� $ize 6 x 1't Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> �- - __ _ - - - <br /> -- __ <br /> � 5�[CP/FV � ♦GE I L�BORITOMY I 1' �TE ��iE I T)T�l UNIT RF.PORT <br /> �_ N4Rn14G ❑�YS I NUMBEF � AFCEivEfl TFSTFf� LOAD�POUN�S LO�O • �.S I _ NO^— <br /> I I I <br /> 64 A 7 * 9160 10-31 � 11-6 51,500 �'�1820 ' 70 A <br /> 64 B 65 9161 � 1-3 119,OG0 4210 70 C <br /> I <br /> 64 C 28k*' 9162 � 11-27 99 , SOOI **3520 ** 70 B <br /> , � <br /> I l - -- � <br /> �_ - --- -- _ _ -_ - - ' -- - ` — <br /> ,Zg** <br /> _�*Day test� previously reported <br /> R�morks:sc�__3_ Boeing_Engr�6�_�onst/:1ttn:_Larry__Cleme.iu-_-_ —_- <br /> _ LThe�1u'stin_Go.�Attn:._J_��etersoa— — <br /> ----------�-t erett 131dg.. �ept_-=--- — <br /> 1_A <br /> - -- a�t1e:P�- - --- --- -- - _ -- - -- <br /> -- 2= <br /> __ _ ociated_5� Gravel- - - - ---- - - _ - - --------- <br /> ss <br /> , � Respeclfully tu6mitled, <br /> PITTSBURGN T�STIN ' LABORATOk1' <br /> �,�i �. ` � �� <br /> �ih.� - ' ----- �y�y ---- <br /> `�"'�Tj. (, . � / / Disfri:lManager <br /> la ' ' , Seat le <br />