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-�—� L.�.- ; <br /> {ES1iNQ ( <br /> ,e�;., ..,�+,o PITTS6URGH TESTING LABORATORY �aAM ���=.a.,� <br /> :ni ���9 nruw�m un <br /> L <br /> � ` �� B26 N,W. d9�h STREET., SEATTLE, WASNINGTON 98107 <br /> v a . <br /> � •� � wvru.� �nor�crron ro arthre. •w� vveuc •�o oucsuvu. .�� .voen <br /> S�% l��+ •ec e�e«�rr�o �� r�� co�noiH�iu o�o�aerv os cucHts. �Ho wr�o+u�noH Ofder No. SE 9972 <br /> C� y a a rne raeuc�nae or a*�*�.rr�re cor.c�uuon� on cns�oc ��aw os +[a�eo��o <br /> �FfA5AN0���� oun eooe+s is nas����m rcnoiHa ooe w�incw ....a..�. Repar� No.99 A <br /> CONCRETE TEST REPORT ' <br /> Client': No.D—A04419-0900 <br /> Date Moulded 1 r�/Z�Z9_ Reporred _12�15/78 <br /> P.oiec� Boeing�verett Fa�yJ,ity�idio� Assemblv Buildinqs 40-32/33 <br /> A� Fv�rett <br /> Conrracror The ��^.��Sp�pany <br /> Reported ro__ See�L'La1�I_— <br /> Concrefe Supplier �SSOL1d�2S� Sand sS,savel <br /> Ouantiry F.epresented_�_$_Cu. Yds. $pecimens mode by_�1 St2ttEC No. Submilfed 3 <br /> Locarion of pour�00ting H-12. 5. H-13. 0 _ <br /> $trenglh requiremenl �D90 psi al 28 days <br /> MATERIAL PROPORTIONS USED (Quaneitias p�r euhie yard of eonereta) MIX No.: Class A <br /> Cement_5_IL Ibs. Sk bags Type Brand <br /> Fine Aggregare (SSDI —13�]._ Ibs. Source Type; <br /> Coarse Aggregafe (SSD)195�Ibs, $ize �. ��—Source Type; <br /> Coorse Aggregate ($SD) Ibs. $ize Source Type: <br /> Water Total_ 275 lbs. 6iqX, Gals.;bag <br /> Admialure: Amounf . Kind _ <br /> Admixture: Amaunt Kind <br /> Above inFormation obtained from: PTL batching inspection ❑ Project Engineer � Contracfor � <br /> Concrero Supplier ❑ Other ❑ (Des�gnote) <br /> Entr. Air o Actuai Slump 3 _ In. Ticket No.: 209333 Tk q116 <br /> Temperatures: Air 37 F Concrete 54 "F Weather _ C10dz' <br /> Mixing: Central Miz � iruck Mi■ ❑ 1ob Mix [] <br /> Above Site Information o6tained from: PTL Inspection I� Project Engineer � Contractor ❑ <br /> Concrete $upplier ❑ Other ❑ (Designate) <br /> Cyls. delivered ta labororory by: PTL '� Contracror ❑ Engineer ❑ Comnon Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH � Area 28.27 Sq. Ins. <br /> � ;VECIMEN ♦GE LABOR�TORY []�TE O�TE TOT�I VNIT FEPORT <br /> 93R A, u^7, 10195 —� p 12/8 12/14 � L 86, 0005 � L 1�040 s. . 99r,H <br /> i <br /> 93 B � 28 I 10196 � 1/4 I <br /> 93 C 28 'i 10197 I. 1/4 <br /> � � '� I � �� � r� � n� � � <br /> i � �'� � '� nFc 2 � ,q�a <br /> ! � ''! I � � , <br /> r.irv �F ' r�.�Fr�;_rl <br /> ' DoY tesf+ pnviously report�d Inspection Udpt. <br /> Remorka: cc: 3 Boeinq Enqr. & Const./Attn: Larry Clements <br /> 1 The Austin Co./Attn: J. Peterson <br /> 1 Bldcr. Dept. , CitY of Everett <br /> 1 Assoc. Sand & Gravel <br /> 2 Seattle PTL <br /> Respectfully submitfed, <br /> PITT�H TESnNG�MN�RATORY <br /> ��rt,' U( .�Xq� <br /> Seattle District onager <br /> ja <br />