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( � <br /> �ES�iNp + PITTSBURGH TESTING LABURATORY � <br /> JpG�',s • ��\S v Rn� ovc�.n.e <br /> " O <br /> s0� �� .�T uueu�+�o uu <br /> � ' �� 826 N.W. 49ih STREET„ SEATTLE, WASMINGTON 98107 <br /> a <br /> r�` .e � wur��� r4or«r�o4 � � nne +�r ��o�:c ..m �i,� i��e •�� �rroAra $�' 9972 <br /> �''.�'}� F "+ .Ar s�.ev�rrro .a n�e � . nr ..�i..��y.No ��r���a�unaM Order No. <br /> C '�� '> row r�e� � r snn���..is��, .�,v �,rr no � �>w wra�no�«n <br /> 'htfA5AN0`a� �,,, ,���„v.� �� ,,.s�,. o ,;���,..�",�,., �;;..,�:�',;.��:',�.� ReportNo. g9 B <br /> CONCRETE TEST REPORT <br /> Clienr's No.D-A04419-0900 <br /> Date Moulded _--_- 11-27-78_ __ _ __ Reported 12-5-78* �Z-Z$-]$ <br /> - - ---- - - <br /> Proiect_____g9eing Ever.ett Facility _Buildinys 40-32/33 ___ __ _ <br /> p�_____ Everett_, Washington____ W.O. 8-E62A2-61.00-88G019 <br /> _ _ . _ _ _ _ -- -- - <br /> Conrracro�_—The__Austin Company__ ____ _ <br /> _ - - ----- - - - <br /> Reported to_—_%ee_ Below <br /> -_. -- -----------_ __.___._ <br /> Co�<«�� SuPPI�e�— Associated Sand & Gr.avel <br /> -----_ __. - ----- --- -- - - --- <br /> Ouantity Represenled 85 Cu. Yds. $pecimens madc 6y___D. _ Stetter . _ __ ��o. Subm�ned_3__ <br /> Locarion of Po�r Tunnel slab between lines N16. 0 and #17. 0. <br /> --- ------ -_ _ __---- - <br /> Streagth reaui�ement --- 4000_ ___ psI or 2B dnys -- - - -- ---- <br /> MATERIAL PROPORTIONS USED (QuonNHes per cubic yard of concrettr) MIX No.: Class E <br /> Cement_564_ _.Ibs. 6 bags Type__ Brand _ <br /> Fine Aggroqote ISSG) __ 1300_ Ibs, $ource__ . _—..— Type: <br /> CoarseAggregafe (SSD)_19�0 Ibs. $ize_._3�4°— Source _______Type; <br /> Coarse Aggregaro ($$D)_.____ 16s. Size $ource ____—_ Type: <br /> Water Total _. Z50 lbs_` Gals.,bag <br /> Admixture: Amount — 17 02. _ Kind Pozzolith 3QON <br /> AdmiMture: Amount_ _._ Kind Hlgh Ear1�POZz011th _ <br /> Above inFormation obtained from: PTL botching inspection ❑ Project Engineer � Contractor � <br /> Concre�a Supplier ❑ Other ❑ (Designate) _ _ <br /> Enn. Air _ e Actual $lump In. Ticket No.: 208422 Tk. #116 <br /> Temperatures: Air_3� °F Concrete 54 'F Weather OVErCaSt <br /> Mixing: Central Mix ❑ Truck Mix ❑ Job Mix � <br /> Above $ite Informalion obtained from: PTL Inspecfion � Pro;ect Engineer � Contracfor ❑ <br /> ConcreteSupplier � Olher �(Designate)______ <br /> Cylr, delivered to laboratory by: PTL �] Contractor ❑ Engineer 'i] Common Carrier ❑ <br /> �- ------ -== .._.-_-:.. - ---- -- ._._._. .__.___. _. _. . -- ---- ---- =-�-� <br /> Cyliider Size 6 z 12 Inches COMPRESSIVE STRENGTH � Area 28.27 $q. Ins. <br /> � -- — � <br /> 5>ECIMEN A6E IABOHITORY O�TE D�Tc TOT�L UNIT —�EPONi <br /> MAqRING 01YS YUMBER NECEIVFO TESTEO LO��•POUNO! LO�n• P.5.1. NO. <br /> ; - - -- 4--- ------ - - <br /> ! 83 A 7k 9847 11-28 12-4 110,000 3�90* 89 A <br /> I <br /> I 83 B 29 9848 12-26 149,000 5270 89 8 � <br /> � 83 C 29 9849 12-26 149,000 5270 89 B i <br /> i <br /> --- �� �n <br /> �— -- -------------- - - --- -- <br /> � ' -7* Day fesfs previously report•d ' . n��? <br /> Remarks: �c: ��peing._EIlqr_ r Cons�../_.Btta:_1.ar�v C1PmflI1t5 F <br /> 1 The Aust�� Comaan 0 ��' ?' <br /> y[�Y��n: J._Pe�s4❑ <br /> 1 _Bldq. Deot.���y of Ey�rat_t n� � �"' � <br /> 1 Assoc_Ss�l & =�ay�_�ttn_Vat�g�n a ball ��_5�;,�_ <br /> 2 S._�att1�PSS._----- N`�tl� ` � F>T <br /> Respectfully submilted,� <br /> PITTSBURGH TESTIN�LABORATORY <br /> �-�-�--�--9 <br /> la Seatt e District ana er <br />