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�pd;"st'"° PITTSBI .GH TESTING LAB01 .aTORY <br /> . ":�+so FORY�00].B.!! <br /> FoJ T� `'�� enuu�wm ue� <br /> '- ` � � ''� 826 N.w. a9rh STREET., SEATTLE, wASHINGTON 98107 <br /> s a <br /> � <br /> •O � Y��r�:�l ��nt�l�.-• �� A �Li1M�f l��I nr�Ol�f �MO []UN9flVf� ♦ll v[P(19i• <br /> �'OC�. 'iy�N �no eueu�r.rn •s r sr. ����mnn`� r onrwrr p r�n'Hrs .�rva wn.onii�nnr� QfdQ! NO. 5E. y�� / � <br /> rae raeuc.nor� � '� �� a �ns ., c� sow n ���rn�cn r ou o� wec�wn�Hn <br /> hffA5,1N0���r ouM nva�ie �s n�e�.uv�u�rrnoinc uw wnnrcr� ���nov�� <br /> Repo�r No. 119 <br /> CONCRETE TEST REPORT <br /> Clienr's No. D-:\O�y19-0900 <br /> Da�e Moulded—_12/23/78— ----_ ---- Reported_.1�9/�9''°1�29/79 _--�y�p.g�_--_— <br /> P.o�ect. _i�QflillY�.ett�l•'�c,�• ri•,jnr�l:�semt�ly_13ui���,�>� vfL-_3.13i <br /> qr---�v_erett --_----�,9��-L6282-_�i144-B9.6Q19 <br /> co�i.a�ra�— _�_e�l.�_Const_�uction-- --------.. <br /> ,, � -- ---- — <br /> Reported to---,,..e._1�e19to--- _ <br /> Co�c���� S�PPI���_.:lssnziated_ Saiui..:nd- (�rave].—_—_____ <br /> Quantily Reprcsented _.j?Cu. Yds. $ ecimens made by.__.�._Stett�'T No. $ubmi�ted � <br /> Locor�o� o( Po�� Insiue 40-�� i�uil�ins__Foo_inos <br /> — ----- - - - --- <br /> $trength requirement .____._ ?�n�.________ psi ot 28 days <br /> MATERIAL PROPOR�IONS USED (puantities per cubic yard oF concret�) MIX No.:_ <br /> Cement J L� __Ibs.-.---�Z_bags Type---I---- Brand - --- <br /> Fine Aggregate (SSD) - ------- Ibs. $ou�ce_-- ��--_ -._-__ ._.--. -. Typ�; <br /> Coarse Aggregaro (SSD) ---_Ibs. Size _I3��_+____- Source _____.__ Type: _ <br /> Coarse Agg�egate (SSD).____. Ibs. $i:e _---_-_$ource__ .. _._ Type: <br /> WarerTorol _____.___ Gals.________ _ Gals..bag �{at KatCT <br /> Admizture: Amount __-___.___._-__.____-_ Kind __���,yfi_G;1�lY_Pp._�Q.],�,L�7__ _ <br /> Admixture: Amounl ____________ Kind __ __.__ _..___ ____.___' <br /> Above information obtained (rom: PTL batching inspection �� Project Engineer � Confracfor � <br /> Concrete $upplicr Q Other ❑ fDesignate) _ <br /> — —--------------------'.--_ __-- _ <br /> Entr. Air__._ e Actual Slump � In. Ticket No.: 211457 Tk. 146 <br /> Temperot�rr-� Air ___jfl__ F loncrete _1q �F Weat:�er _jn�jOOYS__ <br /> Mixing: Cr.�tial Mix � i ruck Mix � 106 Miz � <br /> abave Site I�fo�mation obtained from: PTL Inspection � Project Engineer ❑ Confroctor ❑ <br /> Concrete $upplier ❑ Other i I (Designate)____ <br /> Cyls. delivned to laborafory by: PTL Q Contractor � Enginee� � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH � Area 28.27 Sq. Ins. <br /> r---- — - <br /> M qCe HG D�YS L^4UMBEPpY RECErvED TESTEt' I lOAp-POUNO! LD�DH1P.5.1. ANOORT <br /> _ . — _ <br /> i— __ .___f_—_ _.__._______ ._ _._ .__._— . I . __--�_ <br /> I <br /> 113 .+ , •• 1073� 1'L/29 � 1/4 i2�000 2:i�0+a 119 :'� i <br /> i <br /> 113 B 2 : 1073G 1;25 116, 500 4120 119 1� � <br /> 113 C 28 10737 1/25 117,000 4140 119 B I <br /> � i � ' <br /> � � i � �-- � <br /> �---- ---------- -------- . .... _-- �-- — �n /, <br /> ' • �'Y Day fests previously reported ��� <br /> Remurks: cc�[3oein,yGnsr,_�Constr. ; .\ttn:__L__rr CLemeits C' �: � <br /> X- — <br /> 1 llls(g,.__[)�r.�Ci�! o. Everett _ /„ .'- �,,�,� <br /> _�_c1s��G.__5:121ci .in�i_GY,1ve1 ��, . � ' � _ <br /> � Se:.iL t 1 „ PTI �,- ' � � <br /> <, . . <br /> --------------�-----�-----—------- . ., <br /> _----------- ':�� <br /> Respecrful ly�'ub�Aii�Fd, <br /> PITTSBURGH TE TI� '90RATORY <br /> s,; :k - --��- �-="� <br /> $ea t t? Disiricr Manager <br /> .. <br />