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( � <br /> ��;"°"".`,:+, PITTSBURGH TESTING LABORATORY ��A�' ooaa.e.f[ <br /> q0�:T �%�^ nr�uu�m �u� <br /> k� L' �� B�6 N.W. �9�h STREET., SEATTLE, WASMINGTON 90107 <br /> v � a <br /> ! � �/ � MVTU�L rI�OT[CTION i0 CLI[Mi• TN[ �IIOLIC �NO OUP1[�YC•. �LL �����AT� Order No. SE 9972 <br /> �^ :�y �I�[ 1ueWri[o �\ TN[ coN��oeNiuL MortMv or cLl[Nif �Mo �uT1�owll�Ton <br /> 'C'�fFASANOG�'�+`9 ro��a�u oun enosnr��euc vw�r[noiwa ooe w�rtren ���wov��.��a�nmHa <br /> Report No. 124 B <br /> CONCRETE TEST REPORT <br /> * Cliem's No. D-e104419-0900 <br /> Da�e Moulded—114�79 Reporrod 1L12 �9 2�5/79 _ _ <br /> p„�e�t _ IIoein,2 Everett Facility Buildinxs w0-32/33 <br /> p�_ H.,a,-arr _ w,,�hi :>rn��ti��EFi2.87-610Q-flB601q <br /> C�ntraclor _Sf1��1llSYlI1 CL]IR�'23.1V — <br /> Repo�red �o_ See Belo:o _ <br /> Concrete $upp�ier Associ.�.te San und rave <br /> Ouantity Represenfed�_Cu. Yds. Specimens made by—Q.Statter No. Submifted_3— <br /> Location of pour_�Op1t]_p�{�„Q., S <br /> Strenqth requiremenf 3000 psi ot 28 days <br /> MATERIAL PROPORTIONS USED(Ouantitias p�r cubic yard of conerete) MIX No. Class A . <br /> Cement 51� Ib�. 5� bags Type Brand <br /> Fine Aggreg'ate (SSD)—�.�QL Ibs. Souree Type: <br /> Coarse Aggregate ($SD)—L�]_—Ibs. Size ���� Sou�ce Type: <br /> Coarsa Aggregate (SSD) Ibs. $ize Source Type: <br /> Water Tatal_ 275 lbs_ �p41S.— __ Gals.ibag <br /> AJmixture: Amounf Kind <br /> Admixture: Amount Kind _ <br /> Above in{ormation obfoined (rom: PTL 6atching inspection ❑ Projecf Engineer � Contractor ❑ <br /> Concrete Supplier ❑ Olher ❑ (Designafe) . <br /> Entr. Air _ o Actual $lum�_4�y.__ In. ' Ticket No.: 211930 Tk. ;��,4fi <br /> Temperotures: Air _�3 `F Concroro �� _"F Wec+her _ C_ear <br /> Mixing: CeNrnl Mi: ❑ Truck Mia ❑ 1ob Mix � <br /> Above $ite Inlormation obtained Gom: PTL Inspecfion [� P-ojecf Engineai ❑ Contraclor I] <br /> Concrete Supplier ❑ Other � (Designote)_ <br /> Cyls. delive�ed to loboratary by: PTL � Cantroctor ❑ Engineer ❑ Common Carrier � <br /> Cylinder $ize 6 x 12 Inches COMPRESSIVE STRENGTH 3 Area 26.27 Sq. Ins. <br /> r-- <br /> SPECIMEN �Of LAlOR�TORY O�TE 01Te TOT�L UNI♦ REPORT <br /> I M1q1(IN6 OAYS NUMEER RECEIVEO I T� LLAp•POUNO! LO�O• P.S.I. -NO� <br /> � <br /> I 118 e1 7 * 818 1%� 1/11 64,500 2280 * 124 A I <br /> 118 B 28 819 2/1 112,000 3960 124 8 I <br /> i <br /> ', 118 C 29 820 2/1 . 118,000 417U 124 B <br /> I' ^- � � r �n r' . <br /> � - ' � -� — - -- —U-�:--� <br /> � ' �Day le�tf pnvioufly repoM�d FFB � <br /> Remarka: �=C: 3 DoeinQ Enzr. & Constr./Attn: Larry Clements ,,,_ n � <br /> 1 The ��ustin Co y e�t �J. Peterson—�'%�_p�__�_ ��— <br /> 1 IIssoc. �SFnd���nutG avelverett � c���Vr�.�T <br /> _ _' Seattle PTL _ '� e� <br /> Respeclfully submif�ed, <br /> PITTS RGM�I{�+BORATORY <br /> sg kk ��,x� — <br /> tiea tZe Diatrf�cf I.onoger <br />