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_T�� � <br /> , <br /> ""'�` PITTSb�JRGH TESTING LABURATORY Fowr.noo:-e.ac <br /> �"., �.,;,'o <br /> Jp�° <br /> 0 r�9 [nuu��ao �u� <br /> �=� v ;c 826 N.W. 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> s � <br /> .e + wur�.� v+mrct�aa ro curnn +.� ��e��c .r�o oi�waa�u. +« wvo�*e Order No. 5�. �y72 <br /> P,j^� �N .ec eueditrm .a na caeno�Nn.� rno�r+n nr c�rtHn. .Na �urr.oart.*wH <br /> � y OR YIiOLIC�IiON n� ftlif4fN15 CONClV5iON3 OP I�tR�CI{ �POM 011 N[O�NOIHO <br /> C�i`��C �' t% pyp N[YOl�ff If NtBlMVLOI'tNOiN6 OVA Wq�iTfN ��r11�V�L <br /> FFAS�ND��� Reporr No. 79 6 <br /> CONCRETE TEST REPORT <br /> Client's No.D—:\OGv19-0900 <br /> Da�e Moulded---u�1�'78-------- — Re •orted _ 11r21--�t� 12-12_78 -- --__ _ <br /> P.oi�cr_ 1�oein.�k:v�rrtt_h'acility �uilclius y0_32L3�— - <br /> Ar _ —Ev�etr _ 1�1.9�_t�-L�b:92_b1QQ�38.C�412_ <br /> Co�r,o�ror The__clusti�Gnmpany <br /> Reporred ro_.--�eL'-_13E�.fl1' — <br /> Concrele Supplier �G����T��� `S' Cr�"'� <br /> QuantityRepresenled_�.Q_Cu. Yds. Specimensmadeby�.—.S�E.LtL'r No. Submifted_�_—_ <br /> Location of pour Sl �h h�ttaePn line ;�1�.�--aL1S��.1R2 _if�.3���11Ili�P� — <br /> $trcngth requirement -�n�Il_—psi at 28 doys __ __ _ <br /> MATERIAL PROPORTIONS USED (Ouon�it!as per cubic �'ard of concrate) MIX No.: C 1 ncc E <br /> Cement_-16�4____Ibs. h bags Type— 8��^d <br /> Fine Aggregata (SSD).���� Ibs. Source -- — TYPQL <br /> Coarse Aggregate ($$D)—�QD—Ibs. Sizn $ource_ TYP°� <br /> Coarse Aggregate (5SD)— Ibs. $ive —Source TYP°� <br /> Water Totol 75(1 1 hs- _ � _ Gals.lbag Hot Water <br /> Admixture: Amount 17 O�- — K'nd Pn��pl ; ri, ;nn�� <br /> Admizture: Amount _ Kind <br /> Above inFcrmation obtained from: PTL batching inspection ❑ Project Engineer � Contraclor � <br /> Concrete Supplie� ❑ Other ❑ (Desiqnate) — <br /> Entr. Air_-- = Actual Slump ��— In. Ticket No.: �07807 Tk.;�112 <br /> Temperatures: Air 50 'F Concrete l]2 �F Weather �.8dr— <br /> Mixing: Centrol Mix [] T�uck Mi■ C Job Mix ❑ <br /> Above $ite Information obtained fronc PTL Inspectio�� $J Pro;ect Engineer ❑ Contractor ❑ <br /> Concrete Suppiier ❑ Other ❑ (Designate) <br /> Cyls delivered ro laboratory by: PTL �$] Conhactar _❑ Engineer Q _ Common Carner ❑ _ _ <br /> Cyl�nder Size 6 x 12 Inche■ COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPFCIMEN AOE L�BORITORY 'J�TI'.- OATE TOT�L UNI! AE�'ORT <br /> M�RKIHG O�YS vUMBFR 9FCEIVE❑ �ESTEO lOAO•POUNOS LO�O• P.S.I• 'd0• <br /> i- - I � <br /> 7� ,� 7k � 9566 li 11-14 I 11-2U 114,U00 4030 * 79 A <br /> 73 t3 28 95G7 I� 12-11 155,000 548o I 79 s ' <br /> 73 C 28 � 9568 I I 12-11 i 145,500 5150 I 79 B I <br /> I ' I I <br /> I ----. _�—�--"+—'=---'----- �jj� <br /> '� 1-��u/ <br /> __ -- �/� lC� ��,1 :... �� '�.� LS <br /> 7* �Da`y t�e's�l�s��previously rep�:ted <br /> Remarks: rr _ 3 Rpgi n� F___b'__..n,�_r.�.A�COAsa-'�-.++��51�—I'J�1nT�C—�-1£.'If1Ell . 1O <br /> L The Austin Co /Att�J�.�e.tars� "� '�- <br /> t ���1rLi.ng_nE�r ; r� n k'.rorarr rirv nr- r.�����E�-�— <br /> 7 SP�rrIF� P'ft � _--_— <br /> -- � .1-<_sac�San�_fi_GraYel Cn—.�nc _--- ----in <br /> Respectfully submitted, <br /> PITTSRL�RGh� TE:STIN BORATORY <br /> �. ��_� <br /> la S2att� District Manager <br />