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�"'-"":�* PITTS6 ,RGH TESTING LABC.. :ATORY �°^M •°°�.� ,� <br /> o�:^ ' :. G <br /> /: G <br /> ,c � �':i neuin.m nu <br /> �I� a 8161�.W. STREET., SERTTLE, M'pSHINGTON 98107 <br /> �1� ` a �. <br /> � ♦� � u i�i iwor�c��ox to cinr.r• ♦•r run�c �«n oo.��w�� •ii w��o.rs <br /> �;. �Jy •�r coe.�..•�o .a i.r cmaioi�.+�.i �.o�.�.+. m c�����i• +o ���.o. x.��o� Qtder No. SE 9972 <br /> • �h 10� �U�L��.���1��� f� •I�l1u1M14 C(�MC\U\r��r�l l�� 1 w�C`Y 1 / 001�IL��O.MG . <br /> '��`= •1�j� pyw YI�C�R1� i� �l6lFvlp I'INU•M14 4�M Nui�111� ��✓x0��• <br /> ��h5IN0�+� F'.ePori No. 657 B <br /> CONCRETE TEST REPORT <br /> Clirro's No. D-A04419-0900 <br /> Datc Idoulded-5�],6./60_ _ _ . Reoo�+ed —_ 5/29/80 _*6/16/SO <br /> p�o���� Boeinq Everett Pacility h;ajor Assembly Builcings 40-91 <br /> q� __Everett��Sh WO # ]=T1108-T001-7.T4009 <br /> Co�i�ocio�__—The hustin Comoany _.. <br /> See Below <br /> Reoorted to—__--- <br /> Co�cre�e SoPol�er hssociated Sand_ 6 Gravel <br /> Oucntily Represented 45 Cu. Yds. Svecimens made by JOe TUCC.1 No. SubmiHed <br /> �oca��o� o( pou��s-2�3 to #9 '_ine1_existinq buildi�to D line floor slab <br /> Strenath requiremeM— QQ��- psi at 28 doys <br /> MATERIAI. PROPOF.TIONS USED (Ouun�ilies per cubic yord of concrett) MIX No.: Class # _ <br /> Cemenl_ Ibs._ begs Type Brand <br /> Fine Aggregote (SSD) — Ibs. Source —TYP�� — <br /> � Coarse Aggrenate ($SC) Ibs. Size 3/9" Source Type: _ <br /> , Coarse AQg�eQate ISSD) Ibs. Size So�rce Type: <br /> N�ater Tmal Gols. Gals.l6op <br /> Admixlure: Amount Kind --- <br /> Acmixture: Amount Kind _ -- <br /> :.00ve iniormation o6tained irom: PTL batchinq inapec�ion � Pro�ect Enaineer L� Comractor [� <br /> Concrete Supplier � Ofher ❑ �Desipnote)_ -- -- <br /> Entr. Air e Actual Slump In. Tickef No.: _ <br /> Tempera�urcs: Air _`F Conuele `F R'ealher _ — <br /> 1.lixing: Central Mix � Truck Idix ❑ 1ob Idia ❑ <br /> Above Site In(ormation obtoined {rom: PTL Inspeciion ❑ Projecl Enginem ❑ CoNroctor � <br /> ConcreteSu�plier �l Other ❑(Desiona�e)_ <br /> Cyls. delive�ed ro loboratory by: PTL ❑ Contractor ❑ Enpineer ❑ _�„_�Common Cor�ier ❑ <br /> —_—. _.—�.--�_—"__-__-----_--- � <br /> Cylinder Si:e 6 x 12 Inche� COIAPRES:IVE STRENGTH Areo 28.27 Sq. Ins. <br /> tOT�L I UN�T �EPORT <br /> � SPE[iMEM1 •GE I L�BORI.TORv I Ca1E I DaTE N0. <br /> M�FKING O�YS Nui.:lE11 RECFIYEO TESTEO LO�D•>OUHCI I L0�0 • P.3.1. <br /> 642 A 7 * G865 5/17 5/23 64 , 500 � 2990 * 657 A <br /> i 6q2 g 28 6866 6/13 123 , 500 4370 657 B <br /> ' 642 C 28 G867 6/13 127 ,000 9990 657 B <br /> I <br /> ' --- ------- --------- -- <br /> - , - �*-- <br /> Day tefts prcvioufly rrporfed <br /> Femor{.s: CCS 3 Boeina Enar_d Const. ht_n_L. Clements <br /> 2 Seattle PTL <br /> 1 The Austin_Co. Attn__J . Peterson _ _ <br /> 1 t3t�ildina_Ucat. (Ev=_rett) _ <br /> --- 1 Associated_Sand 6 Gravel _ ___. -- <br /> ----- -- - - - ---i,� ; <br /> klk�9]m - r.rs:ectfully submit�cd, <br /> �� p�TSEUEGH TESTING LABORATORY <br /> , � !',r j , j,� �. �� �j���. -- <br /> C;7Y (�c �O �Sea✓_�� / � G�s„��• i:.=��_<< <br /> Irr,;� , . Cti'ERETZ <br /> ,,..rtio�� DeP.f. <br />