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,.�jsi'"`�+a, PITTSBURGH TESTING LABORATORY1�`��M•�o=.s.,� <br /> wi T� ,�L nnnn�to un <br /> � ��� BZ6 N.W. A9ih STREET., SEATTLE, WASHINGTON 98107 <br /> . <br /> ' •� . uinu.� raoncnoy .o ci�re.a no. ri.ei�c ..�n n�.wr,.�s •u vroxra <br /> '^I�� ��H •N! Sii11YiT�ID �! LN[ ClIM1�pINl��I VVOn1Mt� p1 Cl. fNtf •4U �II}I�O4i1�ti(�M O�d�� No. �E 9972 <br /> %. \� �n r �OM VUIILiL��ifIH OI �i�ilulNiD f.��NCLi��inH'� l�w !�`u�t.�{ iqnY .]P IG�Nf1�N4 <br /> ��A5,1NU��t aan nrronis �e sre�A.in nrr�n�ec oi,u wn�n�r� .r.=ov.i <br /> Reparr No. 32 A <br /> CGNCRETE TEST REPORT <br /> 9�19�78 Client's No. D-A04419-0900 <br /> 7are Moulded Re o Icd 9/za/18 <br /> Boein Everett Ex ansion - - <br /> a,oi��f--_-- _____ 9 _ _P u�lding 40-32/33 <br /> a�-----__- _ Everett _ W.O. $-E6282-6100-886019 _ - ---- --- -- <br /> Co���o�ro� The Austin Conipany - -- <br /> See below - _ _ _ _ -- <br /> �epo�•:dro._. ._._. _ - - -------- �� _-.. <br /> Associated Sand b Gravel - ---- -- - - --- - <br /> Concrele $upplier__ _.__ ____._ ___ , _ <br /> �uantity Represented 30 _ Ca. Yds 5pecimens mcde b —�T e� '.��-� <br /> Cassion I-12.0 Y --- -- No. Submined___ <br /> Locarion ol pow--- -_-._- -_-__-_-----_ <br /> --------__ .. .__ . . .. __.... .. ------ ---------- ----- - <br /> Strength requirer.�enl 300� .. . ___psi al 28 days . <br /> _ . _ .. . . --- -_-. . . _--�� ------ --... <br /> MATERIAL PROPORTIONS USED (Quantifies per cubic yord of concrete) MIX No :___ <br /> 5 1/2 - -- <br /> Cement..- -___..--- . Ibs.- - -. . . . _.bags Type_._ _. _. _---- 2rand--_ .. - <br /> _.. <br /> Fine Aggreqote (SSDI Ibs. Source _NO CTHER INFOR61AilON SUi1MfITE� T �ICB - <br /> --- -- <br /> Coa�s� Aggregaro (SSD) _ . __ ___Ibs. S�z� CEPTIFIE$ ��J,��Tf,e. TEST RESJLTS�F '�jFIGEA�-- <br /> �� <br /> - ---- --- <br /> Coarse Aggregare ($$D)-- - ._--lbs. $ize _ h�.�F.POflTF��r��PFIN._ -- -- -- ---TYP��-- - <br /> NaterToml _ ---. . ._. __ Gols._.. . __--. - - Gals. bag ---� <br /> Admixture: Amounf .___ _ .. Kind �OZ70�{th <br /> ____ . -. __. ._ . . __ . _ .—__ _.___- . _-_ <br /> Admixture: Amounf._ . __--_ . _--- - _----- Kind ------ . . <br /> Above in(o�marion obtained from: PTL batching inspection ❑ project Engineer � Contracto� � <br /> Concrefe Supplier � Other � <br /> ❑ (Designale)—-._�__ -. .-- --------- <br /> --- � ---- ----- <br /> _ _. .- --- --- - - - _. -� - - - - --_- --�- - - -- — <br /> Entr Air__ °' Actual $lump_ ___ In Ticket No _304139___ <br /> Temperatures: Air ___�9 ____�I� Concrete _�F Weather__��eLr . .. . . _ ._TrUCk�la4_ <br /> Nixing: Cenfral Mix � Truck Mix � Job Miz � <br /> Above $ife In(amation obtained Ircm: PTL Inspec!ion [] Projecl Engineer � Coniracfor � <br /> Concrete Supplier � Other � (Designate)__ . ___ <br /> Cyls. delivereJ to laboraror� by: PTL � Contractm ❑ Engineer � Common Carrier � <br /> �,....___. ._------- . _ _. <br /> -------�- ---- -- -- -- ----=-'T'_- <br /> Cylinder S�ze 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq, Ins. <br /> - -- -- - - . _ _ - - I <br /> 4 A`{NG~ OAY! `aNUFIBERpr RF�cE1VEf� I TESTE[� I �010 VpUNO! I LO�DN'P.S I. AN�FT <br /> —. _. .___ . . ...__/___ . _ —___—_ " -_- _ - i . <br /> I - --; ----�---- � <br /> J2 A � 8U82 I 9/20 9/26 ! 91,500 ?24U 32 A <br /> I <br /> 32 B 28 8083 � 10/17 � <br /> 32 C I 28 8084 I 10�17 I � <br /> � � � <br /> , <br /> I � \, <br /> I ' ' <br /> _ _ f � • i � <br /> - -� - - . ...-- -�- ----- Doy �esfs previously repor�drY UF L�'CIi ' --'- <br /> K�ma.k�: sc�_3__Boeing Enqineering_& Const.— ____�p�,�_tTT <br /> 1 The Austin_Compaqy_____________�"����► U_��_ <br /> _ 1 Everet�9ldg�_Oept._-----..--_-_-_- -- <br /> ----- — ZSeattle PTL _ __ - - - - ---_ _ _------ <br /> Respectfully submitfed, <br /> PITTSB H TES�G�q�ORATORY <br /> 1\ <br /> �U` <br /> .Jm $2 LL�C Disirict Manape� <br />