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�"`='��"°`+ PITTSBURGH TESTING LABORATORY <br /> ep!�• �b�B09 row.n e^-zx.a[ <br /> ti: T� �v urwu��m vei <br /> " � a 826 H.W. C91h STREET., SEATTLE, WASHINGTON 9L107 <br /> 0 <br /> � ' •� d MUtU�L �Pff�fCf'ON TO CI�IMt! tMC It�111.�f. �NU nyw5[I v[• •LL w[i'(�r1i5 <br /> i�S. • 1^ •ec euew�rne �e r«e cohrimhn�� n4o�r.rv m a����.a •no .�n��o.it.��oM Ordcr No. SE 9972 <br /> 64 �6 •t`'t`� roe weuc�n�w o• sr�rr.rr�r+ coeciomo�.� o+ r�rA.cr� r a ou nec.aomc <br /> <<qS�NO�N� oun w�:�n.rs �e w�sin.m rrnoive oue wmerrn �vrwnvu. <br /> CONCRETE TEST REPORT ,Report No. 104 A <br /> 12-12-78 Client's N�-404410-0900 <br /> Date Moulded _ _ __ Reporred _ 12-20-78 __ ___ <br /> Boeln Everett Facility_8uildings 40-32/33 <br /> Project---.__ .. 6 <br /> . _._- -- --- <br /> Evere[t WA __ _. . .- -- _ ._. .. ---- -------- - <br /> Ar-- --- -.._ '-- ------- -- W.O. A-E6282-6100-8A6013 <br /> _ -- - — <br /> Conrracror______ . The Austin _Company_ _ _ - <br /> - - -- <br /> See 8elow � ---- _ . .__--- <br /> -- -- <br /> eported fo-- ---_--__._-- - --- <br /> _.-- ------ ---. <br /> Associated Sand 6 Cravel -"— <br /> Concrete Supplier.__.._.__. . . - . <br /> - ----------_. <br /> . _ . . _ _-- -. ._ .. .._.._ . ___--�- ---- <br /> Quanlity Represcnled ___�u. Yds. $pecimens mode by D. S[et[er __ No. $ubmitfed__3 <br /> Walls at end of [unnel and line 417.0 <br /> Location of pour______________ _ _ <br /> __. �--- - - - -- �-__ - - <br /> . _ .. _. _. � ------ - ----- ---- <br /> 4000 _ <br /> $henglh requiremenf _ ___. . _._. __ psi at 28 days <br /> --------- -��-----------. . .. _ _. ..-------�------ <br /> MATERIAL PROPORTIONS USED (Quan�ities per cubi yard oF concrcre) MIX No.: Class E <br /> CemenL. _-56�� - _-Ibs.- 6__._-_bogs Type--- -Brand----_----_-- <br /> Fine Aggregale j$$D)_ _ . 13Q0___ Ibs. Source_-. TY�, -- <br /> . __ _.--.._------ - -- <br /> Caa�se Aggregate (SSDI_ 1900____ Ibs. Size 3[4"_ $ource ________ � <br /> —TYP�: . _.. <br /> Coarse Aggregate ($$D)_____ Ibs. $ize _Source ___ _ . � _Type:_ <br /> Woror Toral_____250 lbs. __�;�.--- Gols..'bag------ -- - <br /> Admixture: Amount ___ 17 oz. __ _ _ __ Kind Pozzoltth 700N <br /> Admixture: Amount__________ _ ____ Kind High_Early__Poz.zolith <br /> Above inFormatian obtained from: PTL batching inspection � Project Engineer � Contractor � <br /> Concrete5upplier � Other ❑ (Designote)_______________ <br /> ---- �--- ---�--__--_--__-_-=_-_`____-_`__—_------- <br /> Entr. Air_____ e Actual Slump__ 2 _ ��, Ticker No.: 211195 I'k.1108_8_ <br /> Temperaturez: Air 36_'F Conuele _ 53 'F Weather Clear <br /> Mixing: Cenrral Mix � fruck Mix ❑ Job Miz � � <br /> Above $ite Information obtained from: PTL Inspection � P�ojec} Engineer � Contractor � <br /> Concrete Supplier � Other � (Designate)_ _ <br /> Cyls. delivered to laboratory by: PTL � Con�r�cfor [] Engineer � Common Carrier � <br /> . -. ._ --: ---.:_.. -� --- -- ---- ... <br /> . _. -_ _- ..------- - ---_ -�-`-� ----- <br /> Cylinder S�ae 6 z 12 Inchez COMPRESSIVE STRENGTH Arm 28.275q. Ins. <br /> � ---- - — - ._ <br /> --- ___ - <br /> I SPECIMFY ♦OE �L�BOR�TORY 0�lF ❑�TE I TOT�L VNIT qEPORT 1 <br /> '� N1RMiNG O�YS YUMBEH NECEIVED TESTEO LO�D•POUNOS LO�O • P.5.1. NO. � <br /> _ _—_—_'—_--.— __.- _.—'___ . <br /> __— _ <br /> —.__ _.. .. .--__— .___— __ _—" <br /> � <br /> 98 A 7 10319 12-13 12-19 116,000 4100 104 A <br /> j 98 B 28 10320 1-g I <br /> � ��°� <br /> 98 C i 28 10321 1-9 (�� k <br /> i ; ; �� � <br /> 1 '• <br /> ------ _-I-- ------- - - � �+ 4 ' _, �_ <br /> �, <br /> � Day fes•ti previously repo�ted 7 ��/ -�� <br /> Remarks: cc: 3 Boeing EnRr. & onst�Attn_Larrv��emen�s_ �;� � <br /> — 1 Tf]e�SlflC�6_Se9_�IACIIliJ��etaran�. !`•,`���� <br /> __ _�,BldB. QCpt, City of Fqe=Ett__ <br /> _ _ 1_Assoc. Sana_S_GT�YQL <br /> -- - -� SeaCSl.e_PTL.- ---------- --- <br /> RespecNully submined, <br /> PITTSBURGH TESTING�ABORATORY <br /> _ `•L__ � <br /> La Seatt�� District Manoger <br />