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��'�( TIMC pITT 9URGH TESTih'3 L.�^ORATORY <br /> ,� � (�� �Owu�OD1-s.tE <br /> J %O; <br /> � T� �n���u�m un <br /> g •` C §a B76 N.W. �9�I� STREET., SEATTLE, WASHINGTON 98107 <br /> r � <br /> 1 ea � uuto�� �sotrc��o.. ro a�[�t� rwr �ueuc �Ho oun�nv[a •�� ���enra <br /> �!C , y� uc w�wirtm .s �m cownoaenu ��o�o�rr or ��.;�n •nn �er�osu.r�nn Orde� No. SE 99�2 <br /> �./�G ��b��+) �OI� W�LIOTiOM O� �lR[YIM� CaNCWHON6 n� Glw�Cl[ IwOu Ow P[OUlp�w. <br /> fFqSANG��� oue enonr� n eu[evto rcr�oiHr,oo� wennq �•�env�� Report Na. 42 A <br /> CONCRETE TEST REPORT <br /> Clieot's NoA-A04419-090� <br /> Date Moulded gZ7>R R�Pon�d 1D:S-1B__ <br /> Pro�ece__�1]Eing Evere__ct F�oansion�uilsling.�-�3?.L3� <br /> At_�verptt W.0• t8�j��Sj1QQ_886019 <br /> Confroctor Austin CB��� <br /> Reporfed to_$E�bElDW —' <br /> Concrefe $upplier�SSpL�gtL�nd & G�yEl <br /> Quanfity Represented_O.Q_ Cu. Yd�. Specim�ns mode by�l�eilt _ No. Submilted�_ <br /> Location of pour Slab .-1 �� E-16 <br /> �----- <br /> Slrength raqurtemem.�49� psi a1 28 days <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard of toncrete) MIX No.: <br /> Cemenf____16s. _bogs Type ___. 6rand___ <br /> Fine Agpregaie (SSD)__ Ibs. Source TYa; <br /> Coarse Aggregote (SSD) Ib�. $ixe Source_ Typr. _ _ <br /> Coa�se Agprepate (SSC)____1v0-0��•I���'�QKS�E���� Ty�x; <br /> worer Toral ______��n��p7gg�ONLY_THE_'fFiS��t1�(�a s�o� <br /> Admixlure: Amount__���.�� <br /> Admixture: Amount_ Kind _ <br /> Above information obtained (rom: PTL batching inspection � Project Engineer �,' Controctor � <br /> Concrete S�ppl�er j] Olher ❑ (Designafe)_ <br /> Emr. Air _ u Actuu! :iump In. Ticket No.: �337Jy Tr��rlydr116 <br /> Temperatures: Air 6Z_°F Concrete __°F Weafher Clear <br /> Miai�g: Central Mix � Truck Mix [1 Job Mix � <br /> Above Sile Inlormotion obtained (rom: PTL Insper;�an � Project Engineer � CoMrocfor ❑ <br /> Concrete Supplier � Other ❑ (Designafe)___ <br /> Cyls. dtiivered fo laboratory by: PTL ❑ Contractor � Engineer � Common Carrier � <br /> ---` =--=--=--=_-�---- <br /> ---•--- — -- -_ ---� --�..-----._...�..— _.-- <br /> CyUnder $ize 6 z 12 Irches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN ♦GE L1POR�TORY D�TE 01tE TOT1L UNIT REPORi <br /> M�RMINL O�YS � _ NUMBER pECFIVEO TESTFC LO�D•POUNOS LO�O• P.S.1. HO. <br /> -- 1 __—__ __ — __ __ <br /> I 41 A i 8344 9-28 10-4 104,000 3680 42 A <br /> ; 41 B 28 I 8345 10-25 ' <br /> 41 C 2d 8346 10-25 <br /> I <br /> I � <br /> — ----- — - ------ � R �- <br /> _ _— ---- - - —_ <br /> '� � <br /> - Doy te�ts previously reported � <br /> Remarkt:C.L..�_�021ri$ �AR.��1tt11.--1.3T.r�--GIE'mPllt.c .-- ,.�-�-`: (��C���— <br /> —____�$EH1:tle�'u.— <br /> ---1_The-Austin-.Co.�-Attn:_J.- Peterson --(;FT� <br /> ----1-Builc'in6-�ePt-.—City�£_EvEsett �1����� - <br /> ------ --- --- �CL4R.0 t0. �'- <br /> Respect(ully submitted, <br /> • PITTSBURGH TESTING LABORATORY <br /> .,� ---�� � [�,}t'�Monoge� <br />