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�(STINp <br /> r� l rY <br /> 'oJ'=�y``� ��S��B�' PITTSb�1RGH TESTING LABORATORY rnAM 4���'O.SE <br /> � � c o [su�u��co nn . <br /> 's A � ` � 826 N.W. �9th STREET„ SEATTLE, WASHINGTON 98107 <br /> p'�' �`y •� � u�ru�� �nor�cnoM ro cutpr•. rwi ��suc �wo ouecnvu. ��� enoArs <br /> •w[ tue��mo �a •nt canno[wn�� �wo�inrr er artNrs •eo wmm�i:�no� �rder No. <br /> c'.y"�a .�+`p.�" ro���euurior. u. �r.re�u..s. cor.c�ouo..� o� �.r�.<rs rno� oe eeo.eo�wa SE 9972 <br /> ffASANO��� oee eooer� ie nouvm rir�oiHa aes wwrtrtw o�eovu. <br /> CONCRETE TEST REPORT Report No.100 A <br /> 12 8 7F3 Clienr'sNo.D—A09419-0900 <br /> DareMoulded___/ /_ Repo�led _12/15178 <br /> Pro�ecr Boeing Everett Facility Ma�or Assembly Buildin s 40-32/33 <br /> q� Everett <br /> Conrracro— r �e Austin Company — <br /> Reported ro__�e Below <br /> Concrere S�ppl�er Agsociated Sand 6 Grave� <br /> Quantity Reprrsented 5 Cu. Yds. $per.�mrns made hv C lE[lt No. Submiffed 3 <br /> Loca�ion oF Pour Tunne�Section #15. 0 to #I5�-- <br /> Strength requirement 4_pQp___Fsi ut .^B days <br /> MATERIAL PROPORTIONS USED (Quantieia� p�r cu6ie yard oi eonc�ete) MIX No.: Class E <br /> Cement 564 Ibs.. F bags Type Brand <br /> Fine Aggregate ISSD)_13f1�, Ibs. $ource — <br /> Coarse Aggreqare (SSDI—_]_3�0_Ios. $ize TY�' <br /> --3� '4'_ Source Type; <br /> Coarse Aqgreqate (SSD) Ibs. $ize Sour�e Type: <br /> Water Toral SO lhs gochc. Gals./bag Hot W3teY' <br /> Admixture: Amount __._]_Zp2_ Kind _.QQ,+.�ol i }h "i p�N <br /> Admixtwe: Amount Kind Hi��rar]y po �_�_,nli*h <br /> Above inFormation obtained (rom: PTL bafching inspoction � project Engineer � Contractor � <br /> Connete $upplier � Other ❑ (Designate) <br /> Entr. Air_ o Actuol Slump_�1S _ ��, Ticket No.: 209429 Tk #061 <br /> Temperatures: Air 43 'F Concrete 54 'F Wea�her CleaL' <br /> Mixing: Cenrral Mix � 7ruck Mi: � Job Mix � <br /> Above $ite Informotion obtained from: PTL Inspection � project Engineer <br /> Concrete $upplier � O:her � Confractar � <br /> ❑ (Designate) <br /> Cyls. delivered fo laborarory by�PTL � __ Contracror � Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sa. Ins. <br /> i N RCKYG OAYS I L�ryUMBERRr RECEIEED iESTE� I �.p�0-POUN[l5 LOAON'P.S.L I pHO.pt I <br /> i � I 1— <br /> � <br /> ; y4 H i � lu2�i i i2j11 i2�'i5 lu:i3Ouu Jiii� iuG ii i <br /> 94 B 28 I 10233 I 1/5 <br /> 94 C 28 10234 I 1/5 <br /> � � a <br /> I ' �r i�� � � �>> � r- <br /> ' ' ' l <br /> � � � nE� �, o o� <br /> l. ,� <br /> � Day t��ts proviously repJ�f�]}e�d��'^ i_�/rh' <br /> Remark.: cc: 3 Boeing_Engr_6 Const,/Attn : LarTV ti'L`(YRp�� � ' CTT <br /> 1 Th Aichin Cp�/Attne .T_ Pc3tPrson �� :.'(7r. <br /> � B1dQ— nPot .['i tv of F.vPrPtt <br /> 1 Acsoc Sand & C'ra� p1 <br /> — G a j�pTL <br /> Respeclfully submifted, <br /> P17T nU������f LABORATORY <br /> A 1� <br /> �r <br /> �a edttle Dislrict anaqer <br />