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� <br /> �,� <br /> /�^::==::`�e, PITTSE.�RGH TESTING LABc:. cATORY FO4M ,��=.,,.,E <br /> ,.oG� �>: �,..���.,« ,.,� <br /> ' � 926 N.w. a9�h �7REET., SEATTLE, w�SMiNGTON 9di0) <br /> in <br /> � \ .,y , „ 9 , � „ .,. , u., E 997 <br /> i , ,��� . . * ���i:��� Order No. S ? <br /> \`�Yff,�= �,1.V'y � . � , . . 3 , v.,.�.o �irm �.. . � ..�� .. �H .�. � .. �� N�. <br /> s�xo� Repon No. 73 B <br /> CONCRETE TEST REPORT ' <br /> Client's NoD-A04419-0900 <br /> Da�e ,+Aoulded. _ 11-3'J3 _ _ _ __. Reparred _ 11-13-73 * 12-1-78 . _----- _---- <br /> P�oiea __ _ Dyeing__EvereLC_ Facility, Buil�linb_ -+J-32/_33 <br /> - -- - ----- -- <br /> Ar ---- --- Ev_etetL-- ------- ---- --W.O. 3-Eti232 610J-f386Q19 <br /> Co�nocror .___ Ttie_Austin Compa.ry_____ <br /> 4eportedro _ ..---SeE .BL'..�Qw- - ,- ._- ---- ---- .__ ----- - -. <br /> Concre�e $upplier .__��SS_0�1�1�ed_$,:,qd_�s.._CiL'AVe,�—__.-._.. _.-. —___ __ <br /> OuantRy Repiesented _�� Cu. Yds. $pecimens made 6y.-_ .�.._�.tett�Y'_. _____ No. $ubmiffed ._�_.._ <br /> Locolion of aur � <br /> a �lab lines �ana_i:_17.�--------- _ _ -- — --- ------------- <br /> Strengih requirement — _- _..YJ�.Q_-- psi ar 28 doys <br /> MATERIAL PROPORTIONS USED (Ouantitias per cubic yard oi concrete) MIX No.:�aSS�_ <br /> Cement______Ibs. ___ 6ags Type __._ _ Brand <br /> Fine Aggregate iSSD)___-- Ibs. Source .__ _.___..._. ._ ..._._-_- Type; <br /> Coarse Aggregate ISSD) ____ Ibs. $ize __ __- Swrce Type; _ <br /> Coarsc Aggregate ISSD)-__ 16s. Size Source__ Ty�.o: <br /> 'Note� Total ._ _ Gals. _ Gals., bag <br /> Admixture: Amount ---___-_____- Kind _ _-_ _ <br /> Admixture: Amount. -- Kind ___.___._ _ <br /> Above inFormmion obtained (rom: PTL batching insoection �j Project Engineer � Comractor � <br /> Concrete Supplier !J Ofher ❑ (Designate) __ <br /> Enir. Air . 'o Actuol $lump _I�1',—_. In. Tickef No.: �,�_%Q� T'�C-lk88_ <br /> Temperotures: Air _ -�1c— F Concrete ___ F Weather _��1R_.-- -.. _ <br /> 4lixing: Cenlrol Mix � Truck �dix ^'� Job Mix � <br /> Above Site Information obrained from: PTL Inspection ❑ Project Engmeer � Contracror ❑ <br /> Concrete $uaplier iJ Olhnr ❑ (Designa�e! <br /> Cyls. delivered ta loborotory by: PTL ❑ Contractor � Engineer ❑ Common Carrier ❑ <br /> �---�--- �---_____---... , . _ . . .-------- -----�-.T-�..� <br /> Cylinder Siza 6 z 12 Inches COMPRESSIVE STRENGTH Area 18.27 Sq. Ins. <br /> cr�MFY sqE L1BOR�TORY I - ='F � CiTF ' 'OT�L UNIT 9F.POAT I <br /> P<qKiyp p<v5 I 4U�+BER �E=EIVEO 'FSTFO �OAO-POUNDS LO�O • P.S.L I NO. <br /> I <br /> _ _. _. . _ ___.y� —�—___-—_— �- —__ _♦ <br /> il I �. ___. I � <br /> 07 :1 � 7 *' 9372 I 11-6 � 11-10 i 115,OOU I v�i70 �' � 'i� � <br /> i�7 B � 28 � 9373 12-1 163,000 � 5770 � 73 B <br /> u7 C ZS ��� 9374 I 12-1 161,000 I 5700 ' 73 E3 � <br /> i <br /> i <br /> -- _-- ---- _ __ _ _ � - -'�--o,�:f� -_ _ � <br /> ' • �* Doy fests previously reported `� � n ? �, �n � � <br /> Remarks:_ CC: _}�BQQQ1L1Yt._F.IIf',r�Oc_�.ORS�._�f�.CCR:_1.:iLY.Y__�.I8G1eIIu_—�.{�.}_ � � / <br /> _ 1 T���llctin Gn.j_�r_n: .i_ Peterson Ul�..�.1,i:.��_ <br /> _ 1 Fvararr Rlrig_ _Deot. — <br /> -- <br /> ? �C'..1Lt]J-lr�t _ �c �.�. <br /> __ __ _ __1__ Associated Sind S Gravel � <br /> ------ - ---- - � - --- - —C�� - -- <br /> Ins cction De�t <br /> Respetlfully s�milicd, <br /> PITTSBURGH TEs71Py� ABJRATORY <br /> 1>> �t <br /> V <br /> / ( <br /> .. _ ___ __ - ____ ._'_— <br /> L� ��� �, '�isiricf Manager <br />