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�ZESTINC� PITTSBURGH TESTING LABORATORY �-��:.�� �.-�:=.,..s�- <br /> �,�s�s � : +m <br /> yi" '� O� Cyl�e�ISML� �PBI <br /> � 0 8Y6 N.W. 49th STREET., SEATTLE, WASNINGTGN 9810% <br /> ' a <br /> d � <br /> •5 � MIITII�L PPOTCCTION i0 CLICHIS. �NC PVOLIC ANO OIl1�fCLVCl. I.LL P[1�ONT5 <br /> ('y�+� ��ty 11:[ SU9MITiCU � TI�[ CONfI�CHTI�L 1'POVCPtY Of CLIf.NT9. I.HD �VTMOFIZATION Order No. � . <br /> C�h��,� �i���+ ron ruxuurmrv ar srnrzwcnTs. mHcwsions on cxTnncTs rnon on nm�noinc <br /> ��q5qry0��t ��a n�ronis iz n�scmm rcvoinc oun wmncH �rrnovni. <br /> Report No. ,�9 <br /> CONCRETE TEST REPORT Client's No. <br /> Doie Moulded__ -_ Reported __�'�� � I'�'`"�"� _- . <br /> Project-- - iiG;i 'rL?.Y-Y1tF Parl:i���_ ---.-- - --- -- . _ <br /> Ar _ _ _ _ _ Freret�, tae�h. _------ - <br /> Coniractor _. __ _ L�3u Cb;':-,-�:. _ _ <br /> Reportedto _ .__ 1<<�*r%Zn ��:�r:��: - <br /> ------ -- - - - -- - -- <br /> Conuete Supplier._ .. :.�::;:��;�....�.:.: �. .. .: - � . . .. .-. -- -. . .- <br /> Quontity Represented.__ _ _. Cu. Yds. Specimens made by_ 58:1�bChR No. Submitted�_ __ <br /> Location of pour (per information from job-site) �'� '. �' �-��� .. � �f-�:tSF1-Ql`--:=- <br /> ^ ;._ l _! �::-::�2•��_ _ <br /> Strength requirement . __ _ _ ._.__ _ . psi at 28 days Idix Ctsign IJo.: __ _- _- . . . <br /> MATERIAL PROPORTIONS USED (Quantilies per tubic yard of concrete) <br /> CemeN_ _. ___-. Ibs.---- ---- bag> TYPe--- .-. Brand--- - --- <br /> Fine Aggregate (SSD) _ _. Ibs. Source_. . _ _ _ - _ --_- Type: <br /> Coarse Aggregatc (SSD) Ibs. $ize___.- -Source -.____-_— Type:__ <br /> Coorse Aggregate (SSD) Ibs. Size__ _ _-Source . _ Type: __ <br /> Water Total Gols. _ _ _ . .. Gals./bog;,Actual Slump = �_In. <br /> Admixture: Amount _ � ' ' _. _-. Kind —_ - . T;__ r'�: t � -- <br /> Admixture: Amount � � '�_ _ ___ - Kind_ ____. __ _- _._.. _- Enir. Air °o <br /> �r---- - � .. <br /> Temperatures: Air �" `F Concrete_ . __ _`F Weather _____. %���+y�__ _ - <br /> Mixing: Central Mix � Truck Mix � �ob Mix � <br /> Above dafa obtained from: PTL Inspection � Projed Engineer � Contractor � <br /> Concrete Supplicr ❑ Other � (Designate) ___ -.-_ <br /> Cyls. delivered to laboratory by: PTL Q Contractor � Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIYE STRENGTH Area 28.27 Sq. Ins. <br /> i -- _ i - -- - - — JI <br /> SPECIMEN PGE LABJRATORY DNTE DATE TOTAL UNIT FEPOFT <br /> MRRNING DRYS NUMBEti RFCEIVEO TESTED LOPD-POUNDS LOAO-P.S.1. NO. <br /> �—__ <br /> �I :I i �_ � . - _ . �.(L.l l 7.>/r`'l� �10�'!'�� :_�i , <br /> lb B 2�? Sg83 iC=5 L�—?. 191,500 6�"/0 39 <br /> i6 c 2n 898ta 10=5 ti�i 188,000 6650 39 <br /> _.T7c Day tes}s previous�y reported <br /> Remarks _ ._�i: j Iee'_T�3R Jaccr.�.. _. . - <br /> ? 1.dt4fJ1 C;OU"'�.� _--- _ _ . <br /> -- 1 su�t. o: L'.ic� -- - <br /> -__ _ 2 F1'L _ _ <br /> � � � Respedfully subm t d, <br /> PITT�'BURG_ H TESTING ORATORY <br /> � � <br /> �'`��A i5lrict nogcr <br />