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sr,-�� 4�� <br /> �,�.^���a,9 PITTSBURGH TESTING LABORATORY F�AM =a�=.�.,� <br /> � � ' u�n,�� en ��ueueam �w <br /> ' � 876 N.t.. <9t1� STREET., SEATTLE, WASHINGTON 98107 <br /> ,!y .a . orrcnov ,o a �N,s rr�r .�m..c .r�o ouw �v.e nrvovr, <br /> s' .+y� .Nr s�e��nm �s r..� co��,r.��• .� pqaPi�r. u. a�rhre�.No ��r�o��i:..�o Urder No. S6 9972 <br /> .,��'���t: rcn v�e�iu��oti nr sr�nu�n.e :otici�...ntis rn ur.�ns .now oe a�r.+> rv <br /> fq5�N0G� oun n�re s �s.rz��.�� r�no�n�: u,.w wviner� �rv�oui ' � �• <br /> CONCRETE TEST REPORT Report No. gp p <br /> Clienr's No.D-A04419-0900 <br /> �are Moulded___ ._ 11-14-78 __ _ Reported _ 11-22-78 <br /> ?roiect____.____Bocing Everet[ Facility_?lajor_Assembly _6uildinEs _40-32/J3 _____ ____ _ <br /> `�t _ . <br /> ------ -_EYexett-- ----,—_-_--_ _ -_ W.O. 8-E6282-6100-886019 <br /> __ <br /> �onrrncror_.____The_�lustin_Company__ _ __. . � <br /> . .__ _ .. _ _- -- -- � ---- ----�-- ---------..._.. <br /> �epo,rod ro ___ _ See Belnw <br /> - --- --- - -- --- <br /> _ _ ___ ----- <br /> _ ----- - -- -- <br /> ��oncrete Supplier __Ass4C1a[ec1 Sand__6_Gravel -- <br /> �uantity Represenled .. 27_ Cu. Yds. Specimens mo�e by_�. D.. S[e[ter__ __ � No. Submitted _ ..3..__ <br /> Lxar�on of pour Tunnel ramp slab norrh of line +�ll.0 on "F° line. <br /> . _ _ . . -- <br /> _ _ _- - <br /> ----- <br /> c•rength requircment - -.---- _4000 ._-_-- ._ . psi af 28 days .- -��-----�- -------� --- �-- <br /> MATERIAL PROPORTIONS USED (Quantities per cuLic yard oF concrefe) !dIX No.:S�1ass E <br /> Cement_._._564 ___Ibs.----6-----bags Type----. ._._ _ B�and • <br /> Fine Aggregate (SSD) _ 1300 -- "------ <br /> -._ Ibs. $ource __ _ T -- - <br /> Coarse Aggregate ($$D) 1900____ Ibs. $ize __3�4° .__ Soerr. _ .__ ._. _ . _Typ; _ <br /> Coarse Aggregate (SSD) - _____._ 16s. $ize ___ _____$ource_. __. <br /> h'ater Toral__ _ _250 lbs. 41.66 lbs. - - ---TYP�'�---- -- <br /> --- -- <br /> -- B��• - �(�Bt1., bag Hot Water <br /> Admixture: Amouni __ ___17 oz. Ki�� Pozzolith__300N <br /> - __ <br /> . ----- �----- - <br /> mixture: Amount___.____._.__ Kind <br /> Above inFormation ubtoined From: PTL batching inspection � p�oject Engineer ;7� Canfractor � <br /> Concrete Supplier � Ofher ❑ (Designate)__. ___ _____ <br /> En'r. Air_ _ ; —Acrual SIumP-- 5--- In. Ticket No. _207905 Tk +1074 <br /> Temperatures An___ 48_ _'p Concrefe ._62_ _ �F Weather Cleai <br /> 'dising: �entralMix � TruckMix � 1obMix [.I .� . . ------�--� - --- <br /> 46ave $ite Information obtoined from: PTL Inspectian � Project Engineer � Controcfor <br /> �_� <br /> Concrete Supp�ier � Olher [] (Designote)__ __ <br /> . _ .------------�-- <br /> yls. delivered to laborofory 6y: PT� � Conf,acfo� � Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> — _ -- _— <br /> `?.R4NGN ♦GE LABOR�TOqv F D�TE I iOT�L UNIT qEVORT <br /> ___ _ <br /> . _ ' ____ —___ — _ <br /> I • � <br /> WG O�YS 4UMBER I GkCEiVtO _ � }ESTEO LO�O•POUN05 LO��• P51 NO. � <br /> . __ . . . ' i ._.. . __ _� _. . � _. _ . <br /> � <br /> 74 A 7 I 9576 I 11-15 11-21 116,500 4120 I gp p ' <br /> 74 B 28 I 9577 i 12-12 <br /> 74 C 28 I 9578 12-12 n � i�� '� 1 �� �� � <br /> I LJIJ ���� <br /> i I � NOY 2 7 1978 <br /> — - ------- , � <br /> _ - - _� - - -_- <br /> ' --o, ,�,,, �1TY IIF-��ERf TI <br /> y previously reported <br /> R.morks:_ca: 3 g�Qing_�ngr._6_ .Cons[.!_Attn._Garry_C]ements__ _ If1S�0CtI0f1 D@pt. <br /> ---_ � Lte_d�stin_Co.lAttn: J,_.Ee[erson____________ <br /> — --1 Bldg._'Jept..-_CiLy._oP_Evete[t __ __ — ---- <br /> -----2-SeattlP PTL — --------- - — <br /> -----— — — <br /> Respectfully submifled, <br /> P:TTSRURGH TESTINf, LA80RATORY <br /> n <br /> la Sea[tl � � istnc anager <br />