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�ESTiMC \�-� . <br /> e,���;.> �•,:+e,q PITTSBURGH TESTING LABORATORY ��AMaoe..a.,E <br /> ���� � �� L uruu��m uu <br /> 'a B26 N.W. 19rh STREET., SEATTLE. WASHINGTON 98107 <br /> s ,� <br /> �. � •s � .ura�� nworec��or ro cuir��a �M� n�e� c �ro oawauvts �i� .�rosea <br /> sC\ a��N�� •a� suewirtm �a r«r con•�mr�i��� rw�r�nn e. r.�.ir�rs •qo �vrrmaitumw ��dp� Na. SE 9972 <br /> roq rue��e�noq or er�rea�r��e eo�,e.�,eior.s o. r.rn.en rnnw o� n�oumna <br /> '�FAS�XO���r non uvanra n ettuvio .��mr�. o�� w+.rne +�n�ov�� <br /> CONCRETE TEST REPORT Reporr No. 3 3 A <br /> g�20�78 Cl�e„r's No. D-A04419-0900 <br /> Date Moulded- _- . . -- - . . - _-.. _ ._.. �cportcd 9�28/�R . . <br /> ---- �-------------� <br /> p,oi«� ___Boeing_ Everett Expansion_Building 40-32/33 __ _ <br /> Ar -_---- -_--- Everett --- W.O. NS-E6282-6100-886019__ ---- ---- <br /> C,,,,,,e�,�, _ ___ The Austin Company -- -------- — <br /> See Below_ - _ - -- --- --- - <br /> Reporred to _.._.. _ ... _ <br /> Conuele S�PPI��,_— Associated Sand & Gravel -�� � - � <br /> Qua�.tily Rep•�serted _60__ f1�, 'rds, Specimens made by ___���e�C No. $ubmi��ted _� _ <br /> Loca�ion nf pour_ $lab :_!�.5� E-13.5 - <br /> ------ <br /> --- ----- -- - _ --- ---- <br /> Strength requiremmf— 4000__ ______ _ _ psi a� ZB days <br /> MATERIAL PROPORTIONS USED (Quon�ifies per cubic yord of concrete) MiX No.:_ <br /> Cement—.--___ ---Ibs.-----_. _bags Type---_---- Brand--.- <br /> ._ _-------- <br /> Fine Aggregare (SSD) --_ -_- ..--- 16s. Saurce_ - .. _-_...- __ - ... -_.----- ---- TYP�� <br /> Coa�se Aggregate (SSD) _.—____Ibs, Size ___________Source ________ _ _______Type: <br /> CoarseAggregote (SSD)____.__Ib.. Size --___nPX«'^.ISl7 MI'i'iED,-THIS_LA�P�:__ <br /> N�rer Toml_____ __Gals.j�10_CTI-HER_iNFO... „ GPI�E�SLTS OF CYLiNDERS <br /> Admixfure: Amounf—_. . -___- .— - - . C�F:�F���N�'F� '"� <br /> �1l: -- -- ---- _- -------- <br /> Admix�ure: Amount_ -- .- .___ - _- A$_FEPQ�y}�.Df�� �- <br /> Above inform�,r;on oblained From: PTL 6afching inspection ❑ Project Engineer � Con`raclor � <br /> Concrete Supplie� � O�he� v (Desiqnate)_ ___ <br /> Entr. Air — e----=---Actual SIumP---- In=�=��— Tickef No. zQ2z5Z. <br /> Temperatu�es: Air 60___'F Concrete _ .. .____"F Wecther _�V21'CaSC____TrS1��]� <br /> Miaing: Cemral Mix ❑ Truck Mix ❑ Job Stiz ❑ <br /> Above Site Informalion obtained from: PTL Inspeclion �'j Frojecl Engineer � Contracfor � <br /> Concrete Supplier � Ofhar �j' (Designotc)_.____ _.______ <br /> Cyls. delive,ed to la6orarory by: PTL [� Contractor � Enginecr ❑ Common Carripr ❑ <br /> e----`--_-- - -_. .._ _,..--._--___,_-_- <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH �Area 28.27 $q. Ins. <br /> M ACR NGN I O�YS L�NOMBERpY FECEiVFD _ I TESTEO__I LO�O•POUNOS_�O�DNIP.S_I. pNO.—T_� <br /> __" TI . i i_ <br /> __ 1 – –_�� _. '-- ._.. _ � —____ . _ <br /> 33 A 7 I 8160 9/21 I 9/27 131,500 4650 33 A <br /> 33 B 28 8161 10,/18 � <br /> 33 C 2A � 8162 SQ/18 R R <br /> I I I Ir, � � tl � `� ; il <br /> , � ---- � 1 ��F� d ;. �$7R � <br /> Day tasri preriously reported �'7Y OF ��.�ERETT <br /> Rema,k.: cc: 3 Boeina Enqineeriny 8 Construction <br /> _ � 1 T_he�u5t n Compdny ip2ClOf1 2D1—� <br /> 1 EvPr�.�L_BuiLdit�D.eR.t• . <br /> _ 2 $Q�jg_P71 <br /> Respect(ully submitted, <br /> PITTSBU GH TES�NC�,L�ATORY <br /> .�m D( <br /> $ aLLI Disirict a� <br />