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. . _ _. � <br /> ��STh� pITTSBURGH TESTING LABORATORY ������ °° ° �� <br /> m,Q.G�y�s �,�+ea <br /> ��q �sreeus�m �ee� <br /> �� :0 826 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> — a <br /> � /.S � MVTII�L 1'I�OTLCTION TO CIICNTS. TMC ^VBIIC /.NO OVRSELVCS. ALL PIPOPtS <br /> fs�� 0 1y ♦�C SIIBMITil� I.S TNE CONfIpCNT1�L PROP(FTY O� CIILMTf, /.M� AUTNOPI)�TION Q��CI NO. � � � <br /> C 4 rfSV���A ION �'V9LICOUP~[POPT519~PCSCPVCO~CCNOIM40VPWPITTCNS/.rPPOV•L.PCLI.POING <br /> r��qs��o���' " ^ o <br /> Report No. <br /> CONCRETE TEST REPORT Clienl's No. <br /> r� <br /> DateMoulded '.. ���.'_'.�� . . Reported �,� �-- - -'� `�� -- --- <br /> �0:1 '�O:C77^ i2]'!llil" -'_-' <br /> Proje[t_— ------- <br /> At -------&'� 4ii -- - _ - <br /> Contractor .__ ___ '3��:F,�- --- - --- - - ----- - - <br /> Reported 10_ -i'Ui:il3;1�L^_CGb:�:.� . _--- ---�-------- -- - <br /> �oncrete $upplier=!uDC�. i., �_;i. ._- --- -- - - - � - <br /> Quantity Represented_liL Cu. Yds. Specimens made by�._I;..J;oTsl3pin — No. Submitted_ -- <br /> Locafion of pour (per informotion from job-site)_Scni�t:i i:;.noT__&l.ab.r-bBtt�t�&A�---$6 +�.-3��'e��--�9-f" � - <br /> �]� to _l5_ li�e;., •'.i�o l�n:;t�ccn_li,u❑ :.t ;.� ,.:_5-ire;a��o�j-3��e�-- — <br /> � D <br /> Strength requirement_1'��1 . _ —_� -- psi at 28 days Mix Design No.: __- --� <br /> � MATERIA� PROPORTIONS USED (Quontitirs per cubic yard of concrete) <br /> Cement_. . . _ _ Ibs. __ . _ _ bags TyPc- _1-- Brand_. - <br /> Fine Aggregate (SSD) _ _ _ llbs. Source__ _ _--— --- TYPe°----- - <br /> Coorse Aggregate (SSD)—_.-.- Ibs. Site__ -- - -.Source___ ._- _— Type:_ -- <br /> �^ - <br /> Coarse Aggregate (SSD)�L-_- Ibs. Size_ _ _ __Source _.__ ___----- -- YPe� - - <br /> Water Total __ _ _- Gals. -.- . __-- Gols./bag; Aduol Slump . . .L.:_ . . In. <br /> Admixture: Amount- 1� l�;r,�;; _ _ _ _ __. Kind _1,`,i�_,� — <br /> Admixture: Amount _ ___ , ... _ _ - _-_ Kind_ .Du:C�� . _ Enta Air . °� <br /> Temperatures: Air_�:�__`F Concrefe- --- . F Weather J:'�'.��r . _ ---------.-- --- <br /> Mixing: Ceniral Mix � Truck Mi• [, �ob Miz ❑ <br /> Above data obtained from: PTL Inspection ❑ Project Engineer ❑ Contractor ❑ <br /> Concrete5upplier � Ciher � (Designatc) ____- .-- � � -- - � <br /> Cyls. delivered to laboratory by: PTL ❑ Conimdor ❑ Engineer ❑ —Common Carrier ❑ <br /> Cylinder Size G z 12 Inches COMPRESSIVE STRENGTH Areo 28.27 Sq. Ins. <br /> SPECIMEN AGE L<BORATOPY ORTE OATF. � TOTRL UNIT REPORT � <br /> I M�RRING DRYS �I NUMBEF <br /> RECEIVEO TESTEO LO�O-POUNDS lOAO-P.5.1. NO. <br /> l " -_ <br /> .� i, 7 17-`i��•I �-1-:!. ; il-z2 121,i�o 4300 54 i <br /> � �2II 10 .115!+"n " 11-26 � <br /> �z c i�� i�5�+9 �� ai-29 � <br /> ;z D 21 11550 " 12-6 <br /> I 32 � 28 1155Z " <br /> 12-13 I <br /> �,z r z8 11552 �� iz-i3 <br /> � _ : <br /> C�uy fests previously reported <br /> Remorks: ___' _-' � itor'�an Jaca�brc,i�<_- _•._ <br /> 1 Suu`. of DYdr,;,---- <br /> � 13aurfl Const. __ _ — <br /> -- 2 rTT, <br /> - - -- -- — <br /> Respecifully sub 'ited, <br /> p SBUIT�L RGH TESTING L 60FATORY <br /> \ � <br /> �Jp.S1.\/p _ <br /> � Disl�i 1 � anay^� <br /> ��i <br />