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P���SSTIN��'b pITTS�IJRGH TESTING LABORATORY �-���� �~� � � � <br /> 0J � n��O'� CSTABIISMCU ��9� <br /> 6�� v i o 82L N.W. 49rh STREET., SEATTLE, WASHING70N 98107 <br /> a <br /> < <br /> �s n .o+ue�. reoiv-noe +o u av.s ivc rueuc nvo ounsuvcs. �u nrroms <br /> '"y'r� ��.�`� en� savMmm ns n�r_ courmi�n+��rnov[nrr or cucv�e. exe �utwon�:,.no� �rdcr No. . . " _ ' <br /> rr '1� ( y roa r'�19lIC�T10N ��� ST/.iCMCNT], CONCLVSICM9 OR C�TF�CTS fROY OP PC4I.ROING <br /> ,h��q5AM0���� C.UP PEPOn.iS IS PCSCRVCO >CN�ING OVP WPItT[N �PPROV/.�. <br /> Report No. . � <br /> CONCRETE TEST REPORT Client's No. <br /> Re orted '�������y� <br /> Dme Moulded___�' _,_s,.; -.. p -- ----- <br /> Project �7ri .. *�. � ' --.,r'75i�ia� .. <br /> At _ F.;.p�`i�* "a-t 'n'T'�n7 -- _ <br /> Contracior _ _ _. l^n�j Cnnr.'j,ryic.`.i0n LG:.Si..:l,y— - -- <br /> Reported to L'OT.7&D_..JHC;.ZI^-'+�t --- ---- .. - <br /> Concrete5upplier___:1.:>�ClG'`ar�C�S:.::Ci_�L'��iL7:i^� --- - - <br /> Quantity Represented __i:i,;_ Cu. Yds. Specimens made by_(}. °nndhnrn ._. No. Submitted_,�_ <br /> Location of pour (per inForma�ion from job-site)__ . 1�� �-�le�-fl1:L" r-9,.�a'1£f-TJ-9��� B� p-����3A01=_ <br /> Strength requiremenf. __ :1�'�- ___.. psi at 28 days Mix Design No.: ___ —_ . - . <br /> - J MATERIAL PROPORTIONS USED (Quantities per cubic yard o{concrate) <br /> Cemenr. _ . ___ _ Ibs. _bags Type._-di.� grond_ _ _ _ -_-- . <br /> Fine Aggregate ($SD) Ibs. Source. _ _ _- - . _. _ . __. Type:_ _ ___ _ <br /> Coarse Aggregate (SSD)_ __-__ . Ibs. Size__. �� $ource_ _ _ _ ___ Type: _ _ _- <br /> Coarse Aggregote ($SD) -_ . .__ Ibs. Size___y.1L$ource . __ Type: _._____ <br /> N'afer Tctal __ _ / Gols. _Gals.ibag; Actual Slump -.3-- ��• <br /> Admixture: Amount ��>L���__ __- Kind_�_'�-�•-%�. � <br /> -- <br /> 7. PC;�s'�_i.:�.11 -- Entr. Air_ ___ �o <br /> Admizture: Amount ��aTL__ _____ Kind___ <br /> Temperatures: Air_�Z_"F Concrete__ _ _ __`F Weather 'r�i�G�j_CZOI3(�T ___ . . <br /> Mixing: Centrol Mix ❑ Truck Mix (� Job Mix ❑ <br /> Above dato obtained (rom: PTL Inspection Q: Project Engineer ❑ Controctor � <br /> Concrete Supplicr ❑ Other ❑ (Desi9nate) - - . . . _- <br /> Cyls. delivered to labo�atory by: PTL �;,",] Contractor � Engineer � Common Carrier � <br /> Cylinder $ize 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPEUMEN AGE LRBORRTORY ORTE �PTF � TOTRL rI UNIT , � REPORT <br /> MARNING ORYS NUMBER RECEWEO TESTE❑ LORD-POUNOS I LOA0=P.5.1. NO. <br /> � <br /> lo n 3 73flja 9l13 9h2 Zo1,,5'� 370'� 16 <br /> l0 � ? 7305 9.�J.3 9/16 a26,5oU 4470 14 <br /> Lc� C 7 73� 9/23 9/16 136,c�oo L810 :8 <br /> �. — - <br /> Day tests pteviously repo�.ir:d <br /> Remarks: _ _ ._ _^,;�I9FYA371-aTAO.(1b9�1'ty .:r_ - - <br /> _ _ — __ -• —�$1p'�'ir-9�-�-�ilf�$6•-- - <br /> ����4q�{-��=:19i;:`{:�'�:iG�l — _--_—_ <br /> —_ _" —t . . <br /> . _ O_�.l' _ . <br /> . . . .. ._.. ___ ._. <br /> � - . Respectfully submitted, <br /> PIT�:.BURGH TESTING �80RATORY <br /> i�..o�� � ���_ <br /> � Disiri t anagei <br /> \ <br />