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`5T�"° PITTSBURGH TESTING LABORATORY <br /> '4���'eo ron.. oonz.n.se <br /> N�� � �c� uueu�wmw� <br /> � ' � •� 826 N,W. 19�h STREET., SEATTLE, WASMINGTON 98107 <br /> � L : <br /> •� � wo+w� o.ormr�o� ro cuer�r•. r�� �oeuc .�o o�e�uvu. ��� eero�n Order No. SE 9972 <br /> r',j�j� :r�M .�p �u�M�rtco �f 1Mc coMnocnrul �+orurr or ctrtNn. •Mo 1orMOTLrioM <br /> C ♦ ♦ �y roe�osuc�rior�ar ar�rtr�nrs co�cwuoH� oe nrs�cn ssou ne wm�soiwo <br /> FffqS�ND�N�� aun nc�onts is evievm reHomc oon wnrtrcw en�sovu Report No. 76$ <br /> CONCRETE TEST REPORT <br /> Client's NoP-�04419-0900 <br /> Date Moulded.__._11-9-78 Repo.ted_1_1=17_78* 12-13-78 _ <br /> Project eoeing E��erett Facility euildin 40-32 33 <br /> q� Everett W.O. 8-E6282-6100-886019 <br /> Contracror '�7�e Austin Compnny <br /> Reporred to— See Below <br /> Concrefe Supplier—�soc38ted Sand 6 CCavel <br /> Ouentity Represenfed. 30 Cu. Yds. Specimens made by D. Stettei No. Submitted 3 <br /> Location oF pour Slab South end of tunnel line II11.5 <br /> Strenglh requiremant 4000 _psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quan�i�iss per cubie yard of concret�) MIX Ne.: Clase E <br /> Cemenf 564 Ibs. 6 bags Type Brand <br /> Fine Aggregate (SSD) 1300 Ibs. Source _ - TYPe� <br /> Coarse Agg�egaro (5SD)-��fl—Ibs. $ize '�(4" $ource Type; <br /> Coarse Aggregate ($SD) Ibs. $ize Source- Type: <br /> Water Total Gals. Gals.i�bag <br /> Admixture: Amount __ 17 oz. Kind _PoZZ�li rh 100N "� -___ <br /> Admialure: Amount__ Kind <br /> Above inFormafion obfained From: PTL bafching inspecfion ❑ Project Engineer ❑ Contractor ❑ <br /> Concrete Supplier � Other ❑ (Designate) — <br /> Entr. Air o Actual Slump ��2. In. Ticket No.: 141554_ Tk.0185 <br /> Temperctures: Air 41 "F Concrete _ �F Weather_��gai _ <br /> Mixing: Central Mix ❑ Truck Mi■ ❑ 1ob Mix ❑ <br /> Above Site Information o6tained from: PTL Inspection � Projecf Engineer [] Controctor ❑ <br /> Concrete Supplier ❑ Other ❑ (Designate) _ <br /> Cyls. delivered to laboratory by: PTL � Controcfor ❑ Engineer ❑ Common Carrier � <br /> �------_=_--___:_--��=-----�—� , <br /> Cylinde� Size 6 x 11 IncF.es COMPRESSIVE STRENGTM Area 28.27 Sq. Ins. <br /> SPE:IMEN �GE I�BOR�TORY O�TE ❑��E TOT�L UHIT NEPORT <br /> u�nN�NG O�YS HUMBER NFCEIVEO tElTED LO�D•POUNOS LO�O • P.S.1. NO• <br /> �� I � <br /> i0 A 7 *I 9492 11-11 11-16 � 98,000 3470* I 76 A � <br /> i0 B 28 I 9493 12-7 158,000 5590 I 76 6 � <br /> i � <br /> 10 C I 28 � 9494 � I 12-7 153,000 5410 I 76 B I <br /> � I � i �, <br /> f I � � � � �� (� �1 <br /> — -- -� — � �'-�"�"�'^y`f— <br /> � �* Day ro�n proviou�ly roported � � <br /> Ramarks: cc: 3 Boein EnRr. 6 Const. Attn_Iarry Clements UE �; �J;,i ����_ <br /> 1 The Austln Co /Attn: J. Peter <br /> 1 Bldz. Deat. . City of EvPrctt nf L� <br /> 2 Seat[�e PTL �f�S�et;'° <br /> 1 ,lscoc. Sand 6 Graval Cnt- <br /> . Respec•fully submitted, <br /> PITTSBURGM TESTI�`{��RATORY <br /> (\ l-1 <br /> ��,�,� o� <br /> la Seat[ District Manager <br />