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���.,,� <br /> l <br /> oJpV�,�,�+a,9 PITTSBURGH TESTING LABORATORY ��aMa��=.a.,E <br /> .�•' G tvuuwev un <br /> a 876 N,W. d9�h STREET., SEATTLE. WASHINGTON 98107 <br /> a <br /> ' � •s � vuro�� �•+ �i r� iN�s .v r�m��r. .�n ni,�b,rius e.nvre <br /> y'�. .�.y .� �����,,.o , ,��',�,����.� .vo.,a�. � �.��.� .w� . A�:,,,�.. Order No. SE 9972 <br /> C �� •�"�'� �ow n�euunnrv� n �n� , i.� �� s ovs n n.,�.rt � n�..+mw: <br /> oune�ro��rs��s�+�siw.�orivon. n��nwn�,�rir� . ��� � <br /> �f�ASANO��� ,��, �•�. ReporrNo. <br /> CONCRETE TEST REPORT <br /> Client's NoD-A04419-0900 <br /> Dare Moulded _ _ . 12-18-7f3 _ _.__ . _ __ Reporred 12-28-78 <br /> p.oi��r_____ __ Boeing, Everett Facility_ Buildings 40-32/33 <br /> --- __ _ <br /> qr ____ . _ __Everett. Washington _ _ _ __ W.O. 8-E6282-6100-886019_ <br /> -- — <br /> Co�r,oao,______ .The Austin_ Company _ ,. <br /> _ _ --- —-- <br /> R�Po,r�d �o . _—_See__Below _ _ _ <br /> _ ---- -- - ----- -- - <br /> Concrero5upplier_ ASSOGidt�d $afld_�_�rBVO]___ — __—_ _— <br /> -- ---- <br /> Quantity Representee __7�—Cu. Yds. $pecimens made by_—_ Q._Stetter ___,. ___._ No. S�bmh+ed 3 _ <br /> Lacafion a( pour Tunnel Section �_f>.� t0 q�6 5 <br /> - -----�_._._.---- - -- - -- - - ---- -- -- <br /> Snengrh reaui�ement . -. 4�00. _. _ . __. psi at 28 doys . <br /> -_—_----.__ _ . _.----------�---------- <br /> MATERIAL PROPORTIONS USED (Ouanritie� per cubic ye�d of concrete) MIX No.:�].d55�_ <br /> Cement_.___564___Ibs.____ 6—bags Type___ Brond _ _ _ <br /> Fine Aggregare (SSDI. __�300_ Ibs. Source__. ..___ __ .__- _.____--_— Type: __ <br /> Coarse Aggregale ($SD)__�9�0____Ibs. $ize __3/4°_.-._. $ource _.. __. _- _.. --Type; <br /> CoarseAggregate ($SD). — Ibs. $ize ___ __-Source ___ Type:_ <br /> woi�, 7oial_ ___ 2501bs._�r�S_ _____ __ Gals..'bag Additional 50gals. <br /> Admixtu�e: Amount ___ . �� �Z•______. Kind _.. POZZO�{th. 300N ____ <br /> - - -- .__ . ... ----_.--- <br /> Admiatwe: Amounf_ _________—_— Kind _Hjgh_EdYly_PC2Z0�{Ch <br /> Above information oblained from: PTL botching inspectian � Projecl Engineer � � Contracfor ❑ <br /> Concrete $upplier ❑ Other ❑ (Designate)_ <br /> E�n. Ai� a A�r�al Sl�m _2�i. I�. Ti�k�t No.: 211501 Tk.R186 <br /> Temperatures: Air 4� __�F Concrete __�4 "F Weather ___�r{22�8_____ _ <br /> Mixing: Cenfral Mi: [� ?rutk Mix � Job Mix � <br /> Above $ite In(ormation obtained from: PTL Inspection � Project Engineer � Conhacfor ❑ <br /> CancreteSupplier ❑ Other ❑(Designme)__. _ <br /> Cyls, delivered to laboiatory by: PTL � Controctor � Engineer ❑ Common Carrier ❑ <br /> Cylinder Size 6 : 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> TI -- - rI - — -- <br /> �_r M�RM NGN_ 04Y! I •NUMBERR�__I RECEIVE�_TESTED _ I L040•GOUNOS LOLDNIP.S.L RYOOpT <br /> � 1 1 ---- - <br /> 105 A ti � 1G511 12-20 12-26 114,000 4030 111 A <br /> � 105 B 28 10512 1-15 <br /> 105 C 28 10513 1-15 <br /> � � �� �, <br /> , <br /> n , , <br /> I I J ) 1 <br /> `__—_____—_._.__—_____-_-_.—___._ . _ _ __...__--__—___ _—__ <br /> Day Msts previously repor�ed 1)F.�� " ,� I'�� <br /> R�mork�: ct: _ 3_Boeing Enyr. & Const./Attn: Larr�_Clements <br /> T The Austin Co�ttn: J. Peterson ��-�- __ <br /> 1 _Assoc._ Sand &_ Gravel 'c <br /> 1 Bldg. Dept� City of Eve_rett ___ _�� ' __ <br /> 2 Seattle PTL <br /> Respect(ully submitled, <br /> PITTSBUR;H TESTING LABORATORI' <br /> �a $Ed��P��.J+�/ � ^ is ricf Manager <br />