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� �'$i1NC + ronu �oox.e.nt <br /> ^ � PITTSB( �GH TESTING LABQ 4TORY <br /> a � ,. e <br /> J ` �'�' nunnwio un <br /> �:• � i G <br /> a 826 N.W. 49�h STREET., SEATTLE, MASMINGTON 98107 <br /> 6 <br /> � � •� � r.,nuu r�oqcr�rv io curHn �w� �wuc .Ho oue�nvra •�� �noen 5'�` 9972 <br /> �".��:, • � •w� a��eM�n�n .s i�i c�vrmrHn.i Fa���arr m cu�r�ts •eo ��rwoh�x�rmr� QfdC� N0. <br /> Cj �� �� h 1011 VYlLiC�1�C1�O� 61�i1M1Hi6 CI1Mf.�li6in��5 Ou [�iP�CT6 fPOM 01111t6�1�U1M6 <br /> yF�A5�N0��'�� oon erroM•.n �s n�siw��o rirm�nc oun w.rtriq �nrnove� <br /> Report No. 9gB <br /> CONCRETE TEST REPORT <br /> Client's No.D-A-4419-0900 <br /> Dare Moulded _ __12/6/7B . . __...__ __--__ -_- Reported_ 12/15/78%�_lf 9�74�-------_--_-- <br /> Proiea__.___Boeing_Eve_rett_Facility _Ma�or Assembly Buildin� 40-32/33 <br /> A�___ _Everett ____________ 1..0 6-L•6282-G100-8;�6019 <br /> -- - ----- -- <br /> Co�r.o�ro� __The Austin Company____ ____ , ___ <br /> Reported to _ _. BoeCon � <br /> Coocre�e Soppl�c� Associated _Sand_& Gravel __ _ <br /> Ouontity Represented ___65_ Cu. Yds. Specimrns mode by _ D�. Stetter _ No. Subm�ned-� <br /> Loca��or, of poor_ Tunnel Section_Line_#_ 14 . 5 to p15. 0_ _ _ <br /> _ - - - - ---- - _ ---------------------- <br /> Strength requirement .. . .. 4000- ---_-__----Psi af 28 doys <br /> -�----------- ------ --=---- ------ - ----- <br /> MATERIAL PROPORTIONS USED (Ouantities per cubic yard of concrete) MIX No.: Class E Tk q116 <br /> Cemrnr_ 564--Ibs. _ 6 - ---bags TyP�-------Brand--- -------------- <br /> F ine Anorena�e ($Sp) ____.1300_ Ibc. Source__ ...__._.___-_ __ Type: <br /> Coorse A re ote (SSD) 1900___ �bs. $ize _3�4��_- Source ___._.-_ <br /> 99 9 ...------TYP�� --� <br /> Coorse Aggregote (SSD) Ibs. Size __.__Sourte . _Typa— — <br /> N'a�e� To�al__ _ _250 lbs__ __�p�,__ ___ _ Gals.'beg Hot water <br /> Admixfure: Amoun� .. 1�_ OZ. . . _ . ____..__ Kind _ POZ2011t}l._300N_________________ <br /> Admixture: AmouN __ ___. __ _.__-______.__ Kind _Hlgh__E_aYly_ Po2z__ ____ __ ___ _ <br /> Above information obtained from: PTL batching inspecfinn ❑ Project Engineer � CoNracto� � <br /> Concrete Supplie� � Other ❑ (Designate) <br /> Entr Air_ � °o --- Actual Slump_ _ _2 __ In �---- - Ticket No.c _208990_ -- <br /> Temperafures: Air 46 `F Concrete _ S9 F Weather C12dL' <br /> ._-------- - �-- —c <br /> ----__. _ _. ...--- --- -- -------- <br /> Mi�ing: Centrol Mix � Truck Mix ❑ Job M�x � <br /> Above Site Informolion obtained from: PTL Inspection � Project Engineer � Contracfor � <br /> Con�rete $upplier ❑ Other f� (Designate) <br /> Cyls. delivered to laborc�ory by: PTl � Contractor � Engineer ❑ Cemmon Carrier ❑ <br /> _. _ . ._ _. .. _ ._--_.- - ----.___'.,. __.--- <br /> Cylinder $ize 6 x 12 Inches COMPRESSIVE STRENGTM Area 28.27 $q. Ins. <br /> �., - - - - - — -- - <br /> 6'�FhING I`4Y R�TORV ��TE C�TE � iOT�L UNIt REPORT <br /> SPFCIMFN ��F ���P�,�fBFR PFCEIVEC I TFSTFO LO�D POUNOS LO�O• P.5.1. NC. �1 <br /> _ _. ._ . . . _ ____—__ ._ ._ .. <br /> il . _ . .. __._— __.__— _ — _--� <br /> 92 p ; �, 10194 12/7 12/13 112, 50 3980 .` 98 ,; <br /> B 26 10145 1/3 ; 14�,000 5130 9S B <br /> C 23 : 10146 � 1/3 ' 150,000 5310 9b L <br /> I <br /> i � - - -- - - <br /> ____.�-___ �oy tcsls previously rcported <br /> Remorks: CC: _ 3 Boeing__.En9r. 6 Const./Attn: Larr�� Clemc�)ts _ _ _ <br /> __ _.___-- 1 Thc_Austin _Co./11tta:_J._�eterson __ _ _ _ ----- ._ <br /> 1 Bld9. Dcpt. . City of Everett__- -- - _ _ -._._.-- <br /> 2 Seattle.PTL _____ _ <br /> _- - -- _ - . .- - — -- ----- <br /> 1 Assoc.�and_ �_ Gravel --- . _ . — -. -- -- — <br /> � ,.� �7 r� C,� �� �� Respecf(ully submitled, <br /> I" <br /> PIT 5 URGH TEST G LABORATORY <br /> ja �' '� 1 �. " 1, i1 �_'t.? 1r � �� �'��, r.�.. -�:� <br /> -�, (�� c.� c-� <br /> � •� �,� .,i�t <br /> �,, _. <br />