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�,��`y5""��,e PlTTSBlJRGH TESTING LABORATORY ����^ ���� ^ .F <br /> p �:�7 �s..nus�eo �ani <br /> �� v :0 826 N.W, 49+h STREET., SEATTLE, WASHINGTON 98107 <br /> : <br /> � ns � .+oru..i. rnoao�.orv ro cu�a*s. r�e ruouc e�o ouascivice. ��� ncronrs <br /> �iC�t���� �t�y �t�F I`114Li'CeT���rys T4E CON1'IO[Nil/.L PNGf'CRTY O� CtILMTS. /.MO .�UTMORI21T10N Order No. � � <br /> Of '{TI.TCMI�NTS CONCL11514H5 OP [VTf��CTS I OM OF P[G.�POINC <br /> h��q54N���� n �.ur >�non�s is �csr.nvcu r�.uovuc oun wni+irr� �rvuovn�. <br /> Report No. ,�'% <br /> CONCRETE TEST REPORT Client's No. <br /> Dote Moulded_. _ _ RepoNed _ , _�-_- i1r-•--`:�� <br /> Project_. .___ �•C;Yi -��etli:-.� . ..:::411:::...- - <br /> A1 __ - ___ —'��j..t,J.l...—_-�_ - — <br /> Con}ractor _ ._. . __ .- T�'��}l_Sc912:1S77C'�'i G:� Cr.t t' <br /> �� <br /> Reportedto_ . _. :iOlfi:in .ix`CIIi1..C11 - � - -- - <br /> Concrefe $upplier. _ __:_C?.A,Li.: .;,;s��{ci-_�(a.�.z.Y-�7 - <br /> Ouantity Represented...� .. Cu. Yds. Specimens made by G �=^r''.'�35'F.� . IJo. Submitted_ _ <br /> Location of pour (per information from job-site) _ .I � '.--._�iL..' `v�1ii�C-E.;.:L::I'-3{t'-:---_- `- .,-.-.��;�.--�-:� <br /> _ __ ... _ .. � '�.'... _ _ . . _ _ . ._ . _ -__--.- <br /> Sirength requirement _ .___ __. _. _ psi at 28 days Mix Design No.: . __ _ - . . <br /> MATERIAL PROPORTIONS USED (Quantities per cuFic yard of concrete) <br /> Cement. . . . __ _ Ibs. . _. ___ ba3s Type_ . _ ... Brand_ . . _ - . - <br /> Fine Aggregote (SSD) . _ Ibs.� J�urce. .. . _ . __ Type:___ <br /> Coarse Agsregate (SSD) ----.. Ibs. $ize___ _.. . . Source_ . Type:___ <br /> Coarse Aggregate ($$D)__..---_ Ibs. ,iice._ _ _ ___Source _ Type: _. - <br /> Woter Total _. ._. Gols. _ __ . _ _ .. _Gals.%bog; Adual Slump_ In. <br /> Admixture: Amount_ _ ____- - - Kind__ ___ ...____ . <br /> Admiature: Amount _�-T �--. _�. � - � _. Kind_ . _ _.._C��,-:,..- -_ Entr. Air . `: <br /> Temperatures: Air_ `F Concrete `P Weather =:t�':��1'; ___ _ . _ <br /> Mizing: Central Mix ❑ Truck Mix � Job Mix � <br /> Above data obtained from: PTL Inspection � Project Engineer [� Contractor � <br /> Concrete Supplier 1=J Other � (Designate) _ _. ._ <br /> Cyls. delivered to laboratory hy: PTL � Contiactor ❑ Engineer ❑ Common Carrier � <br /> Cylinder Size b x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> 'i SPECIMEN <GE LABOR4TORY DATE OATE TOTRL UNIT r REPORT <br /> MARHINO OAYS NUMBER RECEIVEO I TESTEU lORO-POUNOS LOAD-P.5.1. NO. <br /> , . , �:i i�. '. :!." . . �'t;J ',°n * , . <br /> I 25 ?� 2b 1on95 10-31 11�25 i9o,5�4 6740 57 <br /> ' =5 �: ?_fl t;,:;�;;:. i o.,31 �7-m�5 1$7,000 6Gio 57 <br /> � _ - - I , �I <br /> ___�. _. Day tests previous�y reported <br /> Remorks: - - -. --- . . ___.. ..., _. . <br /> . .:. <br /> - =-�-- -- ---- -� - ---- <br /> ----- ��--�"�'�� --.�_..-- -��--�� - <br /> 'i _ <br /> Respedfu!ly submitted, <br /> PITTSBURGH TESTING LABORATORY <br /> Disirict Idanoqrr <br />