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�4_,����`>St�"°'� pITTSBURGH TESTING LABORATORY ' <br /> 8� ronM ooaa.e.fe <br /> �e: 'a L ctten�n�m uu <br /> I1 'a B26 N.M, eq�h S'fREET., SEATTLE. WASMINGTON 99107 <br /> 11` � S �/ A MVTL�L VN(��{ .fiON 10 LIIIYI•. 1N[ �UlL�C �MO OVN9fLY[! •LL PCIOp{y <br /> 'G•�� � � \� �Mf S'..SYITT[O �: l�f COMfipfNT �L IqOP[111� Of Cl'[M1S aM0 �UiNOMii�IiOry Order No. SE 99]Z <br /> �'4 �" .a•�j,�y �or runuc�now v er�rcunan covc�osion� on i.nucn rwoM on nn:�noino <br /> �(q5,hp�N� a u n �_v oer e �r. u u n v r o n e M n i r�c o��n w nrtr r n n r rna v�� <br /> Reporr No. 44 A <br /> CONCRETE TEST REPJRT <br /> Clienr's No.D-A04419-0900 <br /> DateMoulded---_---5'.2$-�A--- ------ -- Reported-- -. --- l�r_6'�8 <br /> _- - --------- - <br /> P�oi��r_ _?3oeing_Everett_ Expansion Buildin _40-.32/_33_ <br /> ---- <br /> Ar _k._v_erett__- W,__ii,___q/8-E6z82.-619.4- 8_6Q19_______ <br /> [oor�o�ror Austin Company_ ______ __ - <br /> �ePon�d �o---- -$ee_Belo•.a _— -- ---- --- --- — <br /> Concrere SupPlier—_ .. Associated_Lanci_& Gravel_ --- <br /> Ouantity Represenled _____ Cu. Yds. $pecimens made by____ _ C.a,�fIIt Nu. Submifted__3__ <br /> Lcca��on of Pou..__ Elevator shzft slab_ F-13 <br /> -----__-- - _ __-- -------- <br /> Strengrh re4uiremenf ...__ 4QQQ .. .__ psi a� 28 days <br /> MATERIAL PROPORTIONS USED (puan�llies per cubic yard of concretaJ MIX No,: <br /> Cement_______16s. ___bags Type__ Brand_______ <br /> Fine Aggregate (SSD)-____ Ibs. $o�rce___________ _ TY�; <br /> CoarseAggregate �'�SD)-__.____._ Ibs. Size__ $ource___________TYPe; <br /> Coarse Aggregate ('�SD)— —.__ Ibs. Sixe Soarce _.__ _____Type: <br /> Nater Total - - —Gals.— -- Gais.i6ag <br /> Admixture: Amount _ _______ _ K•-� ____ . ____ _ <br /> Admixture: Amount _______ Kind ____.__ ___ <br /> Above inFormafion oblained (rem: PTL balching inspection � Project Engineer � Controcto� � <br /> Concrele $upplier � Other ❑ (Designale) . <br /> Entr. Air o Actual Slump In. Tickel No.: <br /> Temperalures: Air 6� �F Concrete _'F Weather9V2LC$St_ <br /> Mixing: Central Miz � . Truck Mix ❑ Job Mix � <br /> Above $ite InFormation obfained bom; PTL Inspectinn � Projett Engineer �', Contrattor � <br /> Concrete Supplier � Ofher � (D�slgnate)___ _ <br /> Cyls, delivered to labarafory b�: PTL ❑ Contractor � Engineer � Common Corrier � <br /> s . .._,-_ - _.--- .-.., � -- - <br /> --- � -- -- ---=�-- - --_----_ -�' --- <br /> Cylinder Si:e 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> - r _iI . - __ -- - - -- - - _.. <br /> `�PA_IHGN O��f_I L•NOMBERpY 1 nECErvEO . _ TES_E� I LO�O-POUNOS LO�ONIP.5.1. 9NOOpT <br /> __ —_ I I --1--_". <br /> 42 A 7 8402 9-30 10-5 103,000 3640 44 A <br /> 42 B 28 8403 10-26 i p (� (�� f�` �� �' �'' �� I <br /> 15 <br /> 42 C 28 8404 I � 10-2L i � <br /> NO�OTFiER II�FY)RMATION SUBMITfF.�1. 1'FiI9 l.A� SEP P � � '� I <br /> CERTIFIES ONLY TH� 'PF�T RESULTS OF CYLINE I �,. �T <br /> I AS REPORfED HEREIN. I <br /> ----- ---- -- -----�---- 1— , ..,, ..., l <br /> Doy teata previously_re/portcd <br /> Remarks:_S,�G � p0 �IIgi�gPr{no���pi1S.L111CCjAsy.E�LLLli i arr��].B[R9.'ItS - <br /> 7 S�'d <br /> �_Stii 1r1� inoo_np���t�Qf-EuQi'GtC <br /> Ra:pectfully submilfed, <br /> PITTSBURGM TESTING LABORATORY <br /> LH � �Monagrr <br />