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pr '�� <br /> PITTSBURGH TESTING LABORATOf'tY ��^u ����.°.°� <br /> /����'��� r n�r�eu��m ���� n�..� v .� .,. _. <br /> = `',o B16 N.M. 49�h STREET., SEATTLE, WASMINGTON 98107 <br /> ' SE 9972 <br /> �. _ �,rn� ��onc�'�." �� < <�n .�oN.��nvc �Mo Order No. <br /> rIN .. .�e�l�rtrn .e n.r . .�mnn.�. nn „ �.rtvv�.m�. .�z.r o.. <br /> f,r , ..euw��'� �r ..�rr.nrrv �-�o�ausi..an an r • vs � .� ..�mn,: <br /> ��, .:�j,f� , � , �✓„wisirh�.�n.�u �ino�r�nn.wxw�rr�n .�vw.�,.i - <br /> ��'�qs o��'` � Reporr No. 89 A <br /> CONCRETE TEST REPORT D-A04419-0900 <br /> Client's No. <br /> 11- 27-78_ _ _ — --- RePo.rea _12-s-7_e_ - - -- ----- ---- <br /> �ate !doulicd --� - <br /> P�oi��� _ ____ 6o��ing_1:ceret_t_ Facility__Buildin.cLs 40-32/33 ___ _. <br /> Ev��rett,_Washin ton W.O. 8-E6282-_6100-886019 _ <br /> Ar --- --- ---- - - g------ <br /> Th�� .�us:in CompanY--- — - ---- -------- -- -- <br /> Contractor ------ - - -- - - --- <br /> See Del��w ------ - ---------- <br /> Repv�ed to__ ._ _._______.___ _ _-_ _.-- _ —_ _ <br /> Conc�eie SuPvl�er ___Associa.ed Sand & Gravel _ _ - 3 <br /> Ouunrity Rcpresented -S5_Cu. Yds. Specimens made 6y___ �t StetteC _ _ _ No. Submitted ._ — <br /> Tunnel :;lab between lines #16.0 and k17 . 0. ________ <br /> Locarion of pour__ -------------------- -- <br /> Strength requirement -_---'�OQO-----_-Psi at 28 days -------- <br /> MATERIAL PROPORTIONS USED (Ouantities per cubi� yard of conc.arel MIX No.: Cldss E <br /> Cement. .__..564 Ib:.._6 bags Type_ Brand .--- <br /> Fine Aggregate ISSD)- 1300 _ Ibs. Source ____.--- TY�' <br /> Coarse Aggregate ISSD) 1900 Ibs. $ize —�L4_—Source Type: _ <br /> Coarse Aqgregate ISSD) Ibs. Size - Source Type: <br /> Natcr Total _.__ z50 lbs. �_ Gals.,bag <br /> Admixwre: Amount _--17 OZ. Kind po2zollth 300N <br /> �ldmixtura: AmouM Kind High_ Earl�Pozzolith <br /> �16ove �n(ormarion obtained from: PTL 6afching inspection ❑ Project Engineer � Controctor ❑ <br /> Concrete Supplier ❑ Other ❑ IDesignate) <br /> ; Actual Slump In. Tlcket No.: 208422 Tk. #116 <br /> ��r�• ��� 37 Overcast _ <br /> Temperatures: Air _ �F Concrete _54 �F Weather <br /> !di.ing: Central Mix ❑ Truck Mix �J Job Mi: ❑ <br /> Above Si�e Information obtoined from: PTL Inspec�ion IX� Project Engmeer ❑ Contractor ❑ <br /> Concrete Sopplier ❑ Other ❑ (Designate)._- — - <br /> Contracto� Engineer ❑ Common Carrier ❑ <br /> Cyls. delivered to laboratary by: PTL �] . _❑ _ .__ _ __ _ . __.— <br /> - --- -_ ' Area 28.27 Sq. Ins. <br /> Cylinder Si:e 6 a 12 Inches COMPRESSIVE STRENGTH <br /> .. ..—–�—' •—_ pnTF 'OT1L I VNIT — REPORT I <br /> '�NE4 i �3F I L<90N�TORY I ���F � I �0�0•POUNOS I LD�U • P.S.L '��• <br /> CCYS i `.UMBEN AECEIVFD TESTED <br /> �I4fi __ <br /> � ,gg p � 7 : 9gq7 � 11-28 � 12-4 ^' 110 , 000 � 3890 I 89 A <br /> i <br /> 33 D ! 29 ' 9848 ' I 12-26 � � <br /> 33 C 29 9849 � 12-26 �i � <br /> ! � ', <br /> -- - <br /> - --------- - <br /> �--��- . . .. . � . . - • Day fest� previausly report�d <br /> anc _ / 1�t'nt L�rrTv Clemantc - <br /> Rcmorks:._9-C�--3-DO@lIlQ-EIIQL-�-� nara son <br /> 1 The��is�3n—CQmP��X1�t-tn-�—�•— <br /> 1 _Bldq, De� ri rv of EverQ*.S� <br /> 1 Assoc. Sa�s�� � f�ughn Ramba�l <br /> ---'—'�a tSl�PTI -L-1— � <br /> � Respectfully submitted, <br /> DLG U � ��' � PITTSBURGH TESTIN LABORATORY <br /> � <br /> CI7Y OF EVERC7 T ,�,,,,� Q__ ..� <br /> ia ection D p • s��tc e o�,�,�« rna�a9�. <br /> Insp e t <br />