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�(STIN� <br /> eJPV�•+ '^t��B�9 PITTSBI�'^GH TESTING LABO�"�.TORY FOM40DO3�B-tC <br /> '� � 'i [II���LI\M[C 1��1 <br /> e � BI6 N.W. �9�h STREET., SEATTLE, MASHINGTON 98107 <br /> � �s . uu.��� �.o:rn�o� ro c.�anra rwo r����c ..�o o�e�o�rra •�� e��o.rs SE 9972 <br /> i,r.. • �y u�� �uewrtTm .s tw coH.mrr�n�,� vwo��nr o� curHn •qo �urwonix�nor� Qfdlf NO, <br /> C,��c �����j?`� �on noeuunor� or u�in�r„�e cuMcioamr�s oe [nn�os rwou on ercuoiHa <br /> <<AS�pO��� o�n M�roary is nisrnvm rir�o�r�c oue w�rtt[r� �p�eov�� <br /> CONCRETI: TEST REPORT Reporl No. 103 $ <br /> Clienl's No.D-A04419-0900 <br /> Date Moulded__ _ _ 12-11-78 F!eported__ 12-19-78 � 1�11,�9 ___ <br /> p,o��«__ _ Boeing Everett Facility Buildings 40-32/33 • -- <br /> p�____ Gverett� Washington WO 8-E6282-61U0-886019 <br /> Controcto.______. Tl�e Austin Company__ __ _ -- -- <br /> Reporled ro____ _ See Below - — <br /> Concrete Supplier �ssociated_�Sand_ 6 Gravel ��-� ----- <br /> Quantity Represented 18_ Cu. Yds. Specimens made by-___ D. Stet[ei No. Submitted_3_ <br /> Location of pour----Footj.n�,s"H-�14'D"- -- ------- ---_----- <br /> _. _ __ ..- ---- �- --- <br /> _ ._ . __ .-- - ------------ <br /> St�ength requirement .. ._ _3000_ _ _ psi af 20 days <br /> . ,_,__,_ .. _. . _ <br /> MATERIAL PROPORTIONS USED (Ouan�itie� per cu6ic yard o( concrele) MIX No.: Clesa A <br /> Cement__517--._iLs.--S�S_--bags TyPc _---- .^,�un;l <br /> Fine Agg�egme (SSD) _ . _.1)91 _._ Ibs. Source__.________. ____ 7ype;_ <br /> Cuarse Aggregate (SSD) 1951_._.__ Ibs. Size _1�'_'._..___ Source ______7yp�; _ <br /> Coarse Aggregate (SSD) _ _ _______ Ibs. $ize--._____.._ Sou�ce______.____7yp�;_ <br /> rYarorTotal -_-275 ]bs. _xJg�g._ - -- — Gals./bog - <br /> Admixture: Amount . . __.- -.—_. --.----_---- Kind --_-._--_- <br /> Admixture: Amount ---------------- ----- Kind ------------------- — -- -- <br /> Above infor�nation obtained (rom: PTL bolching inspection � Project Engineer � Conlracfor ❑ <br /> Concrete $upplier � Other ❑ (Designate)________._ <br /> -- �—_- --`�-- --_-=- -_�---- <br /> - - -_- . _ --- - - - - - __-"=--_---------_----- <br /> Entr. Air______ 4e Actual Slump___._ 6_ In. Ticket No.: Z09326 Tk./�088 <br /> ---- -- <br /> �emp��ratures: Air . _.51__ °F Concrete _ ___ 54 __°F Wcather .___ Cloudy� with slight rain <br /> Mixing: Cenlral Mix [� Trutk Mix � Job Miz � � <br /> Above $ite In(ormation obmined 6om: PTL Inspection � Projecf Engineer � Controcfor ❑ <br /> Concrete Supplier ❑ Other �(Designate)__ . _ __ . __ <br /> Cyls, delivered to laboratory by: PTL � Coniractar ❑ Engineer � Common Carrier �� <br /> -- _. . .. _ _--•----- �- � --- - -- <br /> Cylindcr Si:c G x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> - -- - _ _ <br /> — -- ---- -- - - ---- <br /> S�FCIMFN ♦GE LAOOR�TOHY C�TE C�TE TOT�L UNIT REPORT <br /> MARkING ❑�YS NIIMBER RFCFIVFp TlSTPD LOAD•POUNOS LO�D • P51 NO. <br /> i� _ .. __ ._..—. .—"_—____ _. ._ _ _. _._— _._ . —_.__ <br /> 97 A 7'` 10301 12-]2 12-18 66,500 2350 :` 103 A I <br /> i 97 B 28 10302 1-8 110,000 3890 103 U � <br /> , 97 C 28 I 10303 1-8 113, 500 40�0 103 $ i <br /> i ' <br /> I- - �� cc� 31So . . . _ ._ ._ .. .. .���..�,' <br /> �,,, _ _ - -{�=N?-s�,rn 1 <br /> -_ .. . _ Day tcsfs prev�ously reporfed �' I <br /> Remorks:__. ___ ..• __ r_1ng Iingr. 6 Cons[./ACLn: L��rry Clements � <br /> - - - - -- .. _---- — <br /> _ 1 The Austin Co./Attn: J. PeCerson �1��_� <br /> -- ___----- - --- <br /> — -- --- i ii�a�. n.•�,i. , cic} �r r.•orncc --- -- - --� p — <br /> __ _ . . _ _ . 1 1ti•;oc, Rnnd 6 Grmrl 1` <br /> �—— — <br /> - -- - ---� � -- • <br /> _ 7 ti� -�ltle PTL _ . . - - - ---++f3j�i� �� �L��-- <br /> �--- <br /> Respect(uily submilted, <br /> • PITTSBURGH TESTIN BORATORY <br /> � ..rl•��/ ' - �� �) ��� _i . , . <br />