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Q.��i�E�-�C::�p PITTSBURGH TESTING LABORATORY ��Aw ���:.,.SF <br /> 0 <br /> �m�•��<; ...,��,.��o ,.., <br /> . �� 816 N.W. 49�h STREET., SEATTLE, WASMINGTON 98107 <br /> '""e ` � .n� e�eMnroo.srrH�rccnr�ir�ornr�.s�rvovewreLor�ci�+�r��.wo��u*r�n.ix.nrrn � <br /> fC�1�� .�„O� ron�unuc�r.oe .0 sr� r��a�e c,..�r.�us�nHa o+ �r..crs �i�oM av accu�umc <br /> Order No. SE 997_ <br /> o���� n�rm�.s�ie n�erwv�.o n�r�umc o�rn r..inn . vMov�i <br /> <<FS`xo��'� Report No. 105 A <br /> CONCRETE TEST REPORT <br /> Clicnl's No.D-A04415-0900 <br /> Date Moulded . _ _ _ 1�-1z-�8 _._ __ Reported _. .12-20-78 <br /> -- _ -- - --- -- <br /> P�o���� Boeing Everett Faqility 6ulldings_40-72/33 _ _ __.. <br /> - - -- - ---------- <br /> q} Everett., WA __ _____ _ __ _ _ __ ___W.O,_ 8-E6282-6100-886019 ____ <br /> -- - - - <br /> Coniractor .____The Austin ComQaRy. <br /> - - - ---- - - ---- -- - - <br /> Reported to__ ___.__See 9elow <br /> . .- --- � � --� ---- - ------- ---- --- - <br /> Concre�c Supplicr__Associated SanJ 6 Grav_el__ __ <br /> Quantity Represented.58_Cu. Yds. Specimens made by _D_ StetteC__ _ No. Submiffed __3_-_. <br /> Location oFpour Slab end cE tunnel at line �117.0 <br /> -- - _ _ _ --- -- . _ ..-- -- - - -- - <br /> $trength requiremenl -__ ___4000 _ __ psi at Z8 days <br /> MATEkiAL PROPORTIONS USED (Quontii�rs per cubic yard of concrete) MIX No.:_Class E <br /> Cemenl_._ _564. .__-. Ibs.__._6 bags Type-- .-.----- Brand—.- -- - --- <br /> Fine Aggregate (SSD) -_.1300_�.__ Ibs. Sourcc- -- ._ .._-_ ..__. ..- __--- --TYp�: <br /> - <br /> Coarse Aggregate (SSD) . 1900_ _, _ _, Ibs. Size _3/4" __ - $ource__________-_______—Type: <br /> Coarse Aggregate ($$D�- ---.-Ibs. $ize __.__- ._$ource _.___-.--____---Type:_ _. <br /> Watcr Total_ ._--Z50 lbe_ �, .__ _ __ _______ Gals, bag Hot Water <br /> Admivture: Amount 17_47_.__._.-__.__ Kind . pozzoli[lt 300N <br /> _ _ _----- ------- - <br /> Admixture: Amaunt____ _-_ __.._ .. _— Kind _____High Earlv Pozzolith <br /> Above informafi�n obtained From: PTL batching inspection � Project Engineer [.� Contrncto� � <br /> Concrete 5_pplier � Othcr ❑ (Designore) <br /> - --_-_-- _`._ -_ __`_ - �--- - -_.__ . _ . _. --_— -.. __ .. <br /> En�r. Air __ __-. o Actual Slump__ 5� _ In. Ticket No 2111A9 Tk.11185_ __ <br /> Temperatu:es: Air .___._43_._`F C�ncrete _ 61 'F Wcather _ Clear _ <br /> Mixing: Cenrral Mix ❑ Truck Mix ❑ Job Miz [� <br /> Above Sile Informatian o6tained from: PTL Inspection � Project Engineer ❑ Confracfor ❑ <br /> Concrete5upplicr � Other [] (Designate)____ .__._ -. <br /> Cyls. delivered `o laboratory by: PTL �R] Cont�actor [] Engineer ❑ Common Carrier � <br /> -_: � - �-- - - -- -- - -- - -- - ._..._- � - � ------ -- <br /> Cylinder Slze 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> i�— - -- -- - - - _ __- -- -- - <br /> — SPECIMEY— � �OE � L�EOR�TONY � �arF " ' I —O�TF —� IOAp•_OUNOf LO�ONIP.S.L �'— R400RT I <br /> � N�qRIVG D�YS 4UMBER 4ECEivEO � TESTEO <br /> I <br /> 99 A 7 10322 12-13 12-19 95,500 338U 105 A I <br /> i � <br /> 99 B 28 I 10323 l.-9 �j�,�. ' ' <br /> ; 99 C 28 10324 1-9 O "�1 , <br /> r � <br /> i i � ,� �� I . <br /> � .,. <br /> �— ---= --- _ _ _ - — — -- ` �------- <br /> ' Day fests previously reported � �G '�� �."/ <br /> Remarks:_cc: 3 Boein En 6 Const. Attn�_Larry_Clemen[s _� � � " <br /> — - g-- Br,_ L <br /> 1 Phe Austin Co.]A[tn: 1. Peterson •�� tn� <br /> 1 Bldg• DePt. , City of_Evere[t _��J�_ <br /> 1 Assoc. Sand 6 Gravel <br /> 2 �Seat[le PTL � <br /> Respedfully s�6mitted, <br /> PITT58UR H TEST�G � ORATORY <br /> la - ��— -- 9 <br /> Seatti District Muno er <br />