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m,e�;;'S57N`��m,p PITTSBURGH TESTING LABORATORY - <br /> . 5. <br /> �,` L ` _ �s,.��,..,,,: ,00, <br /> ' ` 826 N.W. 49ih <br /> o "a STREET., SEATTLE, WASHINGTON 98107 <br /> T <br /> .�f /� M11TU11. Vqp}�-�}�r�ry 10 CLI[N�S, TMC 1�VOLIC FNp O PZCIV[9. All PC1'O�IS <br /> �=C��q� °y�y ♦a[ suornirTco �e rv[ corvimirvn�i vear�nir o� cucvis. +r�o �un�oaixntior QfdCE NO, <br /> f0111'VOIICATION J Si�llu[ryi5. <ONCLII410N5 OF [tTP1CTq lIIOM Oq 11CG�qOIMG <br /> M1<<q5AH0�HE� ouv e�.ror+.s is ncscnvco vcnoiwc oua wnrtrzrv ernnovn�. � <br /> Report No. j� <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded__ ��?�}__�� _ Reported il,�.,G.�« o� 1p�(�(�. <br /> `--- -- <br /> Project ilnn I�nr.^i�r. _,,' :i_-�'. '_,_,;�`ri�.. - - - -' <br /> At - ---- r"'Br£ii:�,_11�.;1a---------- - ---- - <br /> Contractor ------- -._�.::� rc.h or�ray�.L"y — --- ------- <br /> Reportedlo---- - -`=Q*�'B.II_JHCOk1a3STII--- --- --- - . <br /> Conc.ete Supplier_ _:��..���yn���nnr7_'�__G�p� — � -- --- -- <br /> Quantity Represented`:,;,_ Cu. Yds. Specimens mode by__ Sr�ndberg _ No. Submitted - <br /> Location oF pour (per information from job•site) F�a1l 1�inr, $� R a in y��in Yrn� w7r;t 97� }� ��„-�, <br /> --�' ��..�� 1 �t__fr 1 �_ :.__ _ v_;;� 10 -to_.l�r '-15-7� UnlZsia� 7t irax_G__ta�� <br /> Sirength requirement_ .��:,�_ __ �si at 28 days Mix Design No,: =;� ,,,:]_�_�llA !F 4r�n t';:�. <br /> � <br /> _- -=":��:c-=1= _-_ _ ,.._.._ . s�•.� _n-ii: i:a.a �s31r.:���-_-- _�---_ -- _--- �. <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) <br /> Cemcnt.___ _. _ Ibs. __. __bogs Type___.i__Brand__ <br /> Fine Aggregate (55D) --- Ibs. Source_-- -_- -- -..._- - -- �- jYPe, _ - <br /> CoorseAggregote ($$D) Ibs. $izc___,%_$ource_.__ Type: <br /> Coarse Aggregate (SSD) Ibs. Size___Source Type: <br /> Water Total ____ Gals. . _ Gals./bag; Aetual Slump..__._,q,✓1 In. <br /> Admixture: Amouni_=� �� T�R."' %�' Kind__'��i't,X <br /> - � �---- -- - <br /> Admizture: Amount_;� �.", ::e�' r'^ Kind '-OZ._T, o- <br /> '--_.' ---- —1�- --._ .. _.__ Entr. Air .o <br /> Temperatures: Air_'�, �=,`F Concretc__ °F Weather ;-�;,_ <br /> Mixing: Centrol Mix � Truck Mix �: Job Mix'l� <br /> Above dafa obtained from: PTL Inspection 0: Project Engineer f� Contractor � <br /> Concrefe $upplier ❑ Other � (Designafe) __ ____ __ _ _ <br /> Cyls. delivered to laboratory by: PTL Contractor ' <br /> ❑� ❑ [ngineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inthes COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> ' SPECIMEN FGE IABORATORT � pATH � pATE TOTAL UNIT � REPOR� <br /> � MARKING OAYS NUMBEF '� RECFIVEC � TESTFD LOAO-POUNOS LORO-P.5.1. NO. <br /> T—__ <br /> �I 15 ti ? SSO�j 10-3 � lpag eO Tr'jc:� i 2'7t+o z5 � � <br /> 15 B �8 88oG l0-3 l0-a_6 � <br /> � 13zsax 4630 35 "' <br /> a5 � 28 8807 ia3 ia26 �s000 r�4go 3g <br /> j i i <br /> � -- -- - - � - -�- -JI <br /> _ e7__ Day tesis previously reporTed <br /> Remarks: _�;;:_ �_;;4��� Jncohaon <br /> -- -- _ _ _- _ _ <br /> -- - --- --�-'_:.. Of Bld�a_ �----- -- -- -- - - --.. <br /> - - � R�e_c*� Connt - ---- - ---- - <br /> --_--- a � - -� - - ---- <br /> G1C ` Respedfully su m ited, <br /> PITT URGfI �G ABORATORY <br /> " Disiric Monoger <br />