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�p4�,s- '"a:�0� PITTSBU. _.:�H TES•l"ING LABORr�TORY Fonraooai.e.ec <br /> . � 9 <br /> ��.�T� i. [nwuwm iw <br /> ^ ` � 816 N.W. 49�h STREET., SEATTLE, WASMINGTON 98107 <br /> s <br /> �� A YIIiV�L ��1nif�:T!ON LO f.LIfNT! TMC pV11'.iC �NO 7V\ffLV[•. �Ll P[�OI�}• <br /> ^iCh,` 4 �°y�� uc �oewinm �e iw� corvno�r�n�� �wn�ulr or �i��r��e •wo �viwon�t�now Order No. SE 997_ <br /> � � �� �r\ l011 �V�IIC�iION OI ]��f[M[N�S COIICIVliOM/ 01� [��I�pCi� fMOM OII P[O�IIOINO <br /> ��qS�NO��� ovn eironrs if n�a[nvm renoir�a oun we�rttr� ....o�,�. Report No. 148 t� <br /> GROUT GONCUC-rE�TEST REPORT <br /> Clienr's No. D-A94419-0900 <br /> OafeMoulded_L_2fi-79 _____ Reported -_2-6r_�9_. ___.____ <br /> Project sGP;nF�.�v�rr��FgGj,1j�y�I�j.nLtls.sembly_Builsiing.s_�9_321�3 -- <br /> A� FvPrPrr;_Wash n�ton [y'p$-GLi2$2-.fi1S2�-k�3_bQ�.�—_ <br /> Confractor Thp�u��Gp�pQ��. ----.----.-------- <br /> Reporled ro_ San RL+].pW ��-- <br /> Concrofe $upplier r��GrP��t���r - ��,St�r fl n.i,z 71 �3 �r�t�Emher.n� <br /> Quantity Represenfed.V A Cu. Yds. $pecimens made by— ll. Stetter No. $ubmitted � <br /> a _I_lina�nslivisl.Qn� ansi (��G�� ��F� �� "�„ <br /> Location of our_-COlumns on "H" and " '� <br /> ' �'F."1- 11.0 _ � + r <br /> $trength requiremmt _4�fl�_—.—_psi at 28 days <br /> MATERIAL PROPORTIONS USED (Quamities per cubic yard of concrere) MIX No.: <br /> Cenmt___Ibs. bags Type_�brrn_ Brand�lyStEL_f�Sd_�3_.�125t�r Rnildpr <br /> Fine Aggragate (SSD)_ Ibs. $ource____—.-_ ___ Type; <br /> Coarse Aggrogate (SSD)-_ ___Ibs. $ize .__ $ource Type: <br /> Coarse Aggregate (SSD)—_ _Ibs. $i:e___Source _ Type: <br /> Water Total. Gals. Gals.ibag <br /> Admi�ture: Amounl ____ ___ Kind ____ _ <br /> Admix�ure: Amount _ Kind <br /> Above inFormotion obfuined from: PTL batching inspecfion � Project Engineer � Coniracfor � <br /> Concrete Supplier � Other ❑ (Designate) <br /> Entr. Air _ ; Actual $lump_ In. Tickef No.: <br /> Temperatures: Air �S _"F Concrete ___'F Weathe��yeYCr15L_ <br /> Mixing: Cenrral Mix � Truck Mix ❑ Job Mix � <br /> Above $ite Info�motion o6fained from: PTL Inspection �._-]`, Project Engineer � Confraclor � <br /> Concrete $upplier ❑ Other � (Designate) <br /> Cyls, delivered to laboratory by: PTL � Confractor ❑ Engincer � Common Cnrrier � <br /> —_-=:z---=-_:._.: -_.------ - -- -------------�-m <br /> Cylinder Si:e 6 : 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> IM�RKNO D�YS L,NUMBEqRY _wECETVF.� tE5T40 LO�D•POUNOS LO�DNIP.9.1. pNp.RT <br /> iC 1 ,� 7 613 1-29 2-2 19,240 i? :0 149 .�1 � <br /> i G 1 B 28 � 619 2-23 � <br /> G 1 C 28 620 2-23 � 1.�:' jl',' ' ' .�� ,.�%, I <br /> ; � I <br /> ' r�B � ? � <br /> � - -----_ --- �� Y �9 <br /> Day fe�fs pnviously nportad nsp eC f,'� <br /> Remark�: CC: 3 Boei�ng_En�,ineer n & Const./Attn: Larrv C1emt�RBsnA . <br /> � Seattle PTL ��— <br /> 1 ThP Au c t i n ('n[a¢abyf�t n•_��T=pp r p�son <br /> 1 Dnil �{ing ���t" (L•verett) . _ <br /> b19 2.00 x 2.01 = 4,02 <br /> Respectfully submiHcd, <br /> PITTSBU GH TESTING LABORATORY <br /> r <br /> Ick "-_���-••�—' <br /> 3eat le D�:rr��r anager <br />