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<br /> � a°�;—:''a NI (-"fStiUFlGH �fES1'ING LABORATOftY ��nM 90,,.�.,�
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<br /> `a 8Y6 N.W. C9ih STREET., SEATT�E, WASMIHGTON 98107
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<br /> c 9 �ve sun��nco �e n�r _rr�r�nier�• .enrrnrv � �o .�.n.;.ni�n�,'� Order No.
<br /> .{F c „�.``t,� ros rueuc.naw ur er.rrv�r�n cnHc��eron� o�r�.rv.�r� . �s .�.o..mno SE 59�2
<br /> fA5AM0�� oun neroeta n we�eevio r�poinr, o�n N�iriiq ����o���
<br /> CONCRETE TEST REPORT ReportNo. 12Z:i
<br /> Uare Moulded-_ 1/3/79 Client's NoD-.a04419-0900
<br /> Boein Reported _1/11/7�F'�?- 1-i 9
<br /> Projecr.__ _ g Everett Facility Ma�or Assembl�� Iluildings SO-72/3J ---'
<br /> A� _____ E�-erett, Washington lT 0. 8-I;6�32-G100-886019
<br /> Conrroctor._ The Austin Compr,ny ��--��- ---
<br /> _.-..----- -
<br /> _.----------
<br /> eported fo___ See Be_low --
<br /> Canttero $uppli�rr Rns9 Sand S Cravel � � --" ---
<br /> Ouontity Represented Zl Cu. Yds. Specimens made b D Stette�_
<br /> Loca�ionof Y--- ' — No. Submined�__
<br /> pcu� Wall at end aF tunnel _(north_end)_ final section
<br /> _ -_ --------
<br /> Sfrength requircment __ 4000 ___ __ps� at 28 days
<br /> MATERIAL PROPORTIONS USED (puantitie� per cubie yard o{ eenerete) MIX No.: Claea F
<br /> Cemenr___ 564 Ibs.__6 __ __bags Type______ grnnd
<br /> Fine A39regate (SSD) ___1J00 Ibs. Source ___ ._
<br /> Coarse Aggregate (5SD) ___190Q_Ibs. Size __ J/4°_Source_ TY��—
<br /> Coorse Aggregate ($$D).—____Ibs. Size ___ $ource_____ TYPe�
<br /> Woter Total Gals. TYP°'- -
<br /> Admixture: Amount _17 oz. Gols., bag Hot Water
<br /> -- __ Kind Pozzolith 300N
<br /> Admizture: Amounf______, Kind --
<br /> Above in(ormatian obfoined from: PTL batching inspecfion
<br /> ❑ Project Engineer i� Conirocfor �
<br /> _ Concrefe Supplier � Other ❑ (Designate)
<br /> Entr. Air__ ; Actual $lump 6 _ ��, Ticket No.: A233 TI� i1�_
<br /> Temperatures: Air 31 _-F Concrete ___4�x_._'F Weather _
<br /> Mixing: Central Mix � Truck Mix �leBL_______ __
<br /> Above $ite Information obtained from: PTL Inspecfi�on �ob Mix �
<br /> ❑ Projecf Engineer � Contractor �
<br /> Concrete Supplier � Other Cj (Designate)____,_
<br /> Cyls, delivered to laborotory by: PTL � Contractor —
<br /> �----_,.—,_.__-_-..-„_- - - ❑ Engineer � C �mmonCarrier �
<br /> _
<br /> Cylinder $im 6 x 12 Inches � � ��- ------
<br /> �'---- COMPRESSIVE STRENGTH Area 29.27 Sq, Ins.
<br /> II M�AKING O�Y4�^NUMBF.RRY_ RECEIVED TFSTED LO�O•POUNO! LOAONIP.5.1, pNR.pT
<br /> I � � � I
<br /> � 116 A A'+ I 87,2 1-4 1-10 � 144,SOU 5110.� I
<br /> I 122 A
<br /> � 116 0 28 A13 I �
<br /> � 1-31 L�L���)l� �)44� 177 � I
<br /> ].16 C � 28 I 814 � 1-31 133�000 ':47p0 1� �
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<br /> �'Q Doy IaNf previously reported ,
<br /> Remarks: cc: 3 Boeing Engr. S Const./A[tn: Lar Clemen[s ��j� ��,y? , ` ` '?
<br /> 1 The Austin Co, i,ttn: J, Pe[erson
<br /> 2 Seattle PTL � �-----
<br /> 1 B1dP Dept• , Cit�l af Everett �, ,
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<br /> ;�� ,isccrni:,le c..u�c foc lor:er sCren.;rh �, ,��'
<br /> Respecfful bmilted,
<br /> PITTSBURGH TESTI LABORATORY
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<br /> SeatUe )�-r "Diirrict MOnoge�
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