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� <br /> ��`;��+a PITTSBUt2GH TESTING LABOkATORY ������ ���: � _� <br /> rqJp�� ��f o��m.iu�m �eei <br /> . � U a 826 N.W. �9th STREET., SEATTLE, WASHINGTON 98107 <br /> � L � or •o curnr n.i r„m.�r u�n ncnsrivrn •�i wrvonia <br /> .; . "°'°.`. ";°"". SF. 9972 <br /> �^^�, �`� . r s��nuirno s n�r co.�• nrN.�.,_ , �ai. � �nMu� ��n ���n�oMix�ri�n Order No. <br /> sCh�� ��.�'�0 �on r.�euc..mn ar s��rtu�rnz o.. 'rr' nr�s ou�rV �ucis rnnr. oa xr.:.eoir�u <br /> oun n�rorns�s�rs�wvi o u�wc ovn �.�inrw �rrn�nv�� <br /> ���s.no��� Reporl No. 12] A <br /> CONCRETE TEST R[PORT <br /> Client's No.n-A04419-0900 <br /> D�re Mouloed---- 1/3/79 -_ -- -. _ __ Reported _ 1/ll/79 <br /> --- --__ _ _ -- <br /> P�o�eC�_ Boeing EveretY Facility Afa,jor Assembly iiulldtngs <br /> _-- - - - - -- - - --- <br /> A� _ _ _ Everett, Washington __ _ _ _ _W.O. 8-E62A2 6100-88G019 _ ______ <br /> -- -- — - - - <br /> Contractor __ The Austin Comp�ny <br /> Rr�,o�ted to _ee ee]ow- __ _ _-- ------ -- _ <br /> Concretc $upplier _RosS Sand. & GraVel_ __ _ ___ ___ <br /> Ouantity Represented __ Z� Cu. Yds 5��ecimcns made by D _ StPtteT _ __ No. SubmiRad 3 ___ <br /> Footing "5-10.5'' <br /> Location o( pour---- �---- . . . . .- ------ ------- �----- -- <br /> --. _ . ._ - -� -- - -... _ . . . --- . . _ ------- -- - �----- ---- <br /> $trenglh requirement __._. __ 3000 _ __psi at 28 days <br /> -�--��--- --- �--___ -- <br /> _- - ---- --.- ._-- ----� ..-- . _ _ - .�--_-- -_-....- -- <br /> MATERIAL PROPORTIONS USED (Ouantities per cu6ic yard oF concrete) MIX No Class A __ <br /> Cemrnt .. ._Sll---16s.--� 5;4----bags Type--------- Brand_.___.. .--- -------- - <br /> Fine Aggrcgale ($$D) __ _139�._ .. Ibs. Source _. __ . - - _ . _._ -_ __ _ .. ___— Type: -_. <br /> Coarsc Aggregafe ($SD) .1951_____ Ibs. $ize l�i°--- - --$ource .-._.._ . .-_.__. _Typa; _.._. <br /> Coarsc Aggregote (SSD) Ibs. $ize __ __.__ .__$ource_ _..--_—_Typo; __ <br /> Watcr Total__ _ 275 16_s.____�OF31x._ _ ..___ _ Gols./bog Not Water <br /> Admixture: AmouN _ .._.- .__..__ . _ . Kind -_-_.._.--_ - _ -_- -_- - .---- - <br /> Admixture: Amounl--.._ _- .---__---- . .._ ._ Kind ___. ___ . _. . ----- ------ <br /> Above informalion obtained From: PTL 6otching inspection ❑ Project Engineer [� Conhotlor ❑ <br /> Concrete $upplier � Olher ❑ (Designote) ___.. ..___.__ _______ <br /> -- � �--- --- �----�- --- � � -- ._.--' - -... _ .._. .. . ---- - , _-- � - -- <br /> - � - -� - - � - - - ---- � - - - � -�- � - � ---- -- -- <br /> Cnlr. Au_._ e Actual5�ump___._6 _ _ In. Ticket No __8241 ._Tk_I!5 __ <br /> Temperafwes: Air_ __ 39 ___�F Concrete _ . 53 __ _�F Wear!,cr _. C1eaY <br /> Mixing: Central Mix � Trucb. Mix ❑ Jo6 Mix � . .�.� . ... ...- �-�- ---- <br /> A6ove $ife In(ormation abtained from: PTI_ Inspection � Project Eng neer � Conhoctor Q <br /> Concrete Supplier ❑ 01her ❑ (Designatej__. . . _ . _ --- -._—_ <br /> Cyls. delivered to laboratory by: PTI. �] Contractor [] Engineer ❑ Common C :r � <br /> - -- . __ ...--- <br /> Cylinder $i:e 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 5q. Ins. <br /> � SPFCIMFN �OE � L/�BOR�TORY ��TF ��TE , tOT�L UNIT REPUR� � <br /> M�RNING 1 O�YS NUMBER � l_ RECbivE� TESiEO ' lOsp-�<iU4U5 LO�U • P.51 NO. <br /> i__ _._ . ___ I—___. ' —____. ___. .. . I I I <br /> i lll A 1 815 1-4 1-10 91,500 3240 12! A � <br /> i 117 B 28 816 1-31 <br /> llJ C 28 817 1-31 �V` �� <br /> �� ��� "� i� <br /> ` ___ _ ._ ___ __ . .... - . .. _ . . __ .. . .. _ . _ <br /> . ____ _J__ ...._�� <br /> � 1, <br /> ' • Day tests previously reparted � � <br /> P.emorks: cc: 3 Boeing Cngr. 6 Cong�Attn Larry Clements _--l.y�• - � �,i;, <br /> --� The Austin Co�[n: .1. Peterson `7,� -�.�' � <br /> 1 Bldg. Dept. , City of Evere[t ��'�,c�'y`�_ <br /> 2 Seat[le PTL �.6_��`� <br /> Resped(ully submitteJ, <br /> PITTSBURGH TESTIMG I,ApORATOPY <br /> c �� <br /> _ . , <br /> � .�_ <br /> — ___. _. __ . ti____ _.__ _9_ <br /> 18 Se8[tle � � 1 Dishict Mano er <br />