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�(STINC R roeu�oa�•s-�c <br /> e,��;;,• ��;+A, PITT"6URGH TESTIN� LP ORATORY <br /> F; �♦ U� [n�w�wm n�. � <br /> ` � B26 N.W. �9�h STREET., SEATTL�, WASHING?ON 98107 <br /> s a <br /> � t <br /> y ♦i � MI111I�L ��OlfCT10N f0 CtlfMt• 1N[ PV�LIC �HO OU11{lLVff •ll P[�OI�i6 <br /> �'�C�/�+ `�yV" ♦PC �U�V�Tf[� �{ TN[ COH�IpfMil�l r110�f111Y (ff ��I[NT\ •MO �I�TMOR121TION Order No. SE 99J2 <br /> /S. E ��5 � lOI�rU�IIC�l10H 11� 61�1fYfHT� COMCLV\�nN6 OP [�TI��CTi f110M 01111[G�IIpIMG <br /> <<qS�NO��� ooe evo�n u e��[evm r�r�oiuc oon w�rtnw �r�noui Report No. 38 /+ <br /> CONCRETE TEST REPORT <br /> Da�e Moulded9-22'Z8 Client's NoA-A04419-900 <br /> Reported 10-5_78_ _ _ <br /> P�oi���__BoE�g�vPrPrr Fm�sion_Building_4D-32/�3 . <br /> nf F�.erPrr W..O_.9E -��C�Z��Q686Q19 <br /> Co�nano�_Shel+usti�Company — - — <br /> Reported fo__SE�$EIOW <br /> ConcreteSupplier—�fiSDS.jHtC'.��II��c�.Y.RY_fll__. <br /> Ouonfity Represented__ Cu. Yds. Specimens made by��BSlt No. $ubmiHed_� <br /> Locor�on of pour�Rb . <br /> Strength requirement_4��0 psi m 28 days <br /> MATERIAL PROPORTIONS USED (puan�ilie� per cubic yord of co�crete) MIX No.; _ <br /> CemeM___Ibs. bogs Type Brand <br /> Fine Apgregote (SSD) Ibs. Source __7yp�;_ <br /> Coorse Aggregate (SSD)_ Ibs. $ize $ource _Type: _ <br /> Coarse Aggregate (SSD)— Source _Type:__ <br /> Water Total �E�ZT���R7oIRC-'IUN SUB <br /> Admizture: Amount__�_R���II_E����-���� <br /> Admixturc: Amoun7_ <br /> A6ove informafion obfoined From: PTL batching inspection ❑ Projecf Engineer � Contractor C, <br /> Concrete Supplier � Other ❑ (Designate)___ <br /> Emr. Air o Actual $lump__ _ In. Ticket No.: <br /> Temperatures: Air__ �°F Concrete °F Weather <br /> Mixing: :entral Mix [] Truck Mix ❑ Job Mix � <br /> Above $ite In(ormotion obtoined (rom: PTL Inspection � project Engineer [] Cocnocto� y <br /> Concrete $upplier � Other � (Designote)_____ _ ___ . <br /> Cylz. delivered to labo�u!ory by: PTL ❑ Controctor �] Engineer � Co�imon Carriei I` <br /> —.,,. . ---�_� _`_-- '-_-., - - - -_ ... -- ------ ��=T-�z-.-r� <br /> Cylinder Size 6 z 12 Inc{es COMPRESSIVE STRENGTH Areo 28.27 Sq. Ins. <br /> SPECIMEN •QE LALCI'1TORY D�TE — OLTE_ TOT�L UNIT REPOAT <br /> M�HNIHG D�YS NUIdFR qECE1VE0 TESTFp LO�D•POUNOi LO�D- P.S.I. N0. <br /> I 38 A 7 8254 9-25 9-29 �06,000 3750 ' 3& A <br /> � I <br /> I 38 B 28 8255 10-20 <br /> i <br /> I 38 C 28 8256 ' 10-20 <br /> � <br /> �-- ------__ ----- - <br /> Doy festt previously reported <br /> Remarks:CC: 3 IIoeing Gngineeri_ng & Co,/Attn: Larry_ Clements <br /> 2 SeatEle Y'1'L <br /> —---- -- --- <br /> _ 1 The Austi.n Co•_/At�_n_E�_.__P_e_tsrson <br /> 1 F3uilding__Deot� Ci�y_.9_�Everett <br /> n � � � � � �r�' � Respectfully submit�ed, <br /> `�l� ��' ��I PITTSBURGH TESTING LABORATORY <br /> db SEP � p 197A �✓ � � <br /> __ _ _ it--�,��., �;.�,..:.5'��_-- <br /> CITY OF EVERET7 <br /> Inspection Dept. _ <br />