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Jp���ESTIN� p�TTSBURGH TESTING LABORATORY <br /> �+ '•+;�0� �on.a aaax-e.ec <br /> ^��� .i �veeu���o iw <br /> � ` � 826 N.W, 49rh STREET., SEATTIE, WASHINLiON 98107 <br /> v Uf� a <br /> ` � � •� � uurw� ��ortcrmw ro euer�re nrz runue �No ounscw�e. •�� wiroeis <br /> '"yc. �y9 �ac mnw�rrro u n�c cor�mr�n�� oao�c�rr o� curr�•s. allo wr�mw:�neh �tder Mo. SE 9972 <br /> ih a ��,�,p soe rueue�non or �ru[uer.rs ear�r.i.ouona ov o.+ruetrs snav on nreumen <br /> fFA5An0��'� o�w A[IOPib IS 11[![I�V[O I'iMOIN6 OV�WRilifM ��PNOV�L Reporr No. 106 A <br /> CONCRETE TEST REPORT <br /> Client's No.D-A04419-0�00 <br /> Date Moulded___-_12-12-78 _ -_- _---- Reportcd __12-20-78 <br /> Boein -- __ _ - -. ------ <br /> Project __.__B_ Everett Facility Buildings 40=32/33 <br /> _.._ ------------ --- -- - <br /> A�_ _Everett,_Washington___-__ __W.O.�-E6282_5100-88�019 <br /> --- <br /> Conrractor_____The._Austin_Company____ <br /> -- ------— — <br /> Reported to_._$e_e Relow ---__-_------_------ — <br /> ConcreteSupplier . Associated_Sand__6 Grav_e1____________ __ _ _ <br /> Ouanfity Represented_.65_Cu. Yds. $pecimens made by-..D._ Stet�eC ____ No. $ubmitfed___.3__.. <br /> Locatlon of pour__Tunncl Section_ /I15.5_ to _416.0__ _____ ____ __ <br /> -- ----- - - --- --- ---- - ------------- ----- -------- <br /> $trength requiremenl . ._____49�9_.__ _ . _ _psi at 28 days ' <br /> MATERIAL PROPORTIONS USED (Ouantifias per cubic yard of concre�e) MIX No.:�laSs E <br /> Cement_____564___Ibs._ 6_____bags Type _ 8rand <br /> Fine Aggregate (SSD)_. _�70Q_ Ibs. $aurce ____ Type: __ <br /> Coane A re ate (SSD)_._19_00__Ibs. $ize_3�4°__-Source___.____ Type: <br /> 99 9 <br /> Coarse Ag{�regate (SSD)___ Ibs. $ize —_Source __ ____ __ _ Type: _ <br /> WarorTofol___ _�50 Lbs. �, Gals.i'bagHot Natcr <br /> Admixture: Amount_ 17 oz._ _ K;�d _ Pozzol_i_th 300N_ __ ___ <br /> Admixture: Amount__ __._.___ Kind Hi.gh Early Pozzolith <br /> Above inFarmation ebmined from: PTL 6otching inspection ❑ Projecf Engineer � Contracfor � <br /> Concrete Supplim � Other ❑ (Designafe)_ _ ' _ <br /> ----- ----- <br /> Entr. Air__ e Actual Slump_ 6 �n. Ticket No.; 210229 Tk. I118.5_ <br /> Tempe�atures: Air _____45_'F Concrete __62 _'F Weather_Clear___ _ __ <br /> Mixing: Control Mix � Truck Mix ❑ Job Miz ❑ <br /> Above $ile Information oblained from: PTL Inspec}ion �7{] Project Engineer � Controctor ❑ <br /> Concrefe $upplier � Other ❑ (Designate) __ <br /> Cyls, delivered to loboratory by: PTL � Contractor ❑ Engineer ❑ Common Carrier ❑ <br /> - ------ - - -- - - - -- -- ------ <br /> _ __--- - ---- - - -- '- - ---�--'-----�------ <br /> Cylinder $i:e 6 x 12 Inches COMPRESSIVE STRENGTH A�ea 28.27 $q. Ins. <br /> S�ECIMEN ♦GE L�BOR�TORY O�TE O�TE I TOT�L UNIT REPONT <br /> M�RKING O�YS NUMBER FECEIVED TESTEO LO��•POUNDS LO�O• P.S.I. NO. <br /> _ .--- __. _____ ___ _ <br /> —_ _. "_—_—___.__— __.— ___.—�__— --____ —y___ �__._ ._�� <br /> I <br /> I100 A 7 I 10325 12-13 12-19 95,000 3360 106 A I <br /> �i 100 B 28 10326 I 1-9 ! <br /> O <br /> 100 C 28 10327 1-9 ,•� I <br /> � y i <br /> _ "� �c <br /> � --�- � ---------------- ------ `' '� , '� <br /> � Day test� prevlously reported ��" • <br /> Remarks; cc_ 3 Bo_e_ing_Engr,_ 6 Cg�St,_[AGLn:�.dr��lements_�',� � � <br /> 1 The AusCin Co./Attn: J. Peterson ,fl <br /> _ 1 81dg. De�t. , City of_Evere[t �!�� <br /> 1 Assoc. Sand 6 Gravel d/' �. <br /> 2 Sea[tle PLL <br /> Respectfully submitted, <br /> PITT58 GH TE�JIN�Lp4BORATORY <br /> �y�y � -J10� <br /> -"--�-------- <br /> la Seat e Disrrict��ger <br />