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/�,='"`s�+o, PITTSBURGH TESTING LABORATORY F��,u ���=.a.,F <br /> ,-H i T� `'i �n�uuw�o �s�� <br /> �� ' � � �-� BI6 N.W. d9�h STREET., SEATTIE, WASMINGTON 98107 <br /> a <br /> 1f,' � � .e � .urw� �;orrcnc o r.0 •ur w .0 <br /> r + r.wre roe��c �no c .a��vie .voer• <br /> ,y r, ;�y . c sue��nru a n�.. . .���m�n.�.�. �»oo.+n �.r �:i�,.�re .Ho wn�o.�:.no� Order No. SE 99'2 <br /> �. �ux v�mvu�mn ar rr.��.��..�s u ��_�emm o. �r4.cre r � rcc��oir�u <br /> \yfFqSANOG�� . �,�.�� ui.vn+rs �a .r.���.�u��rrvo�honuww.��ren ..�.n..� <br /> Report No. 87 A <br /> CONCRETE TEST REPORT <br /> Cllent's Na.D-A04419-0900 <br /> Date Moulded -_-- 11-25.-78-- _ - _ --- --_ Reported 12-4-78 -- - _ __-_-_- - _--- — <br /> P,o�ea _B9�inc�EverQSt_Facilit}�_Duilding_ a0-32J33 _ <br /> a� __ _E_V_er.ett,_l�lashington___-__Ia.o._.__8=E6282-6100-88601.9 <br /> Co�rracror The Au@tin Company______ _ __ <br /> RePo���d ro See Be]�ow ______ _ ___ ____ <br /> Co�«ero Supplier Associated Sancl_s__�rav_el _________ <br /> �uantity Represenled _ 36 Cu. Yds. $pecimens made by D. StettCT' No. $ubmitled_ 3 <br /> Location of pour �IDP 91db. tURriel _--..____ _ --_---_---- - — <br /> Strength requiremenf __�0�0 ____psi oi 28 days <br /> MATERIAL PROPORTIONS USED (Quan�ities par cubi� yard of c.rnc�ete) MIX No.: Cldss E <br /> Cement __�64_Ibs. 6 oags Type_._ 8rand _ <br /> Fir.e Aggreqate i55D)—,��9.Q_ Ibs. Source____--_.__. .__ _ Type: <br /> Coorse Aggregate j$$D) _�9Q_Ibs. $ize _3���__._ Source ______Type: <br /> Coarse Aggregaro (5SD1_ Ibs. $ize $ource __ Type: <br /> Nater Total 250 1bS �, Gals.,bag <br /> Admizfure: Amounf 1_'LO�. Kind _ pS'Z2011th 300N <br /> Admi<ture: Amount K�nd __High_Far1Y Pozzolith <br /> Above infarmation obtained (rom: PTL batching inspection ❑ Project Engineer � Contractoi C <br /> Concrete Supplier V Other ❑ (Designote) <br /> Entr. Air o Actual Slump Z_ In. Ticket No.: 208413 Tk. �173 <br /> Temperatures: Air 41 �F Concrete _��_, F Weather Fo4 <br /> 'Aixing: Central Mix [� ��ruck Mix � Job Mia l,] <br /> Abave Site Information obroined From; PTL Inspection i�] Project Engmeer � Contrador ❑ <br /> Concrero Supplier U Othm �(Designate)__ <br /> Cyls. delivered lo laboratory by: PTL $] Contractor ❑ Engineer i� Common Carrier I� <br /> _— _-_- _- _ . __. _. .--�--- <br /> _ _._.. _ � ��_ ..�,. <br /> Cylina�r Sizc 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> ,PF.CIMEN I •GE � �aPOR�tORV InTF —_� :.�'E 'Oi�L V41T NFPOPT � <br /> :��FNING�»�5 I__ 9UMBER 9ECE1/ED iE5iE1J ' WAD-POUNOS I LO�O • P.5.1. I 40�—^ <br /> 1 <br /> I � <br /> S1 A � 9 � 9823 11-26 12-4 128 ,000 � 4530 i 87 A <br /> 81 B I 28 I 9824 ! 12-23 ; � � <br /> S1 C I 28 � 9825 12-2? <br /> --- --- — ---- -- — -- -_ ._ _ .—_— ' � <br /> ' _ Day tests previously reported <br /> Remarks: cc: 3 f3oF+'n r_.�r_ F p�_t_ /���;_I,arry_.Clements <br /> 1 mhP Austin Co.lAttn: J.Peterson <br /> _ 1 E31d4. Dept. . City of E�e�ett <br /> _ 1 nss ciated Sand & Gravel Attn_Vauahn Ramball <br /> 2_����t'�1�: - '' � "� � � — <br /> U , � � <br /> i; <br /> �� �4espectFully submitted, <br /> DEC 0 7 1°76 PITTSB RGH TE�TIN0.l�pBORATORY <br /> 4l f 1 \\ <br /> CITY OF EVERETT "( u(.���, <br /> ld � District Manager <br /> Inspection Dept. seatt1e <br />