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� �'"511Np` pITTSBURGH TESTING LABORATORY <br /> V' �1 ♦ 7 <br /> IORM�OOi•0.t[ <br /> O�'`� ,�B�9 <br /> � A 1 � �1T1/LI�M[O 1��1 <br /> I d � a 826 N.W. A9�h STREET.� SEATTLE, WASHINGTON 98107 <br /> i � `� � <br /> •� � uUill�l �NOL[f.T10N Tn CLI[N�3. TN[ 1`VBLIC �Hfl OIIIIfCIVtp. •lL 11[�0111{ <br /> ''� 1� � �y �Nf 11�11urt}ft> �i }Hf fANfiDL111i�L ��IOn�n�� n ����MT•. •Hp �VTNAl1ij�T�OH Order No. SE �J9JZ <br /> � C/,` �� � �� (Oq 1`�J11liC�liA�1 /�f D��ffMfrylS CI�HCIi��i(�NS (�w'f1tq��{� fN(IM 01� R(G�NOiNG <br /> �Fq ANO�' OIIR Mfl'ON!! 16 Rf91PV[O 1`LMIIiN�i OUP W�IIIi[N 1�0110V1L � <br /> � - CONCRETE TEST REPORT Rrport No. 3 p <br /> Clienr's No. D-Ati��419- <br /> Date Mouldcd... ..8-2.5-�8 .. __ _.__.._ Reported __5-fi-�8.-__.___ _. 09�� <br /> - - � � _ .. .--- - — <br /> i P�oi��i=--_Boeing Expansion.Building 40--32_and��_ - __ _— _- <br /> Ar_ _ __EveretC_ Site. <br /> Contracfm-__AUStlq CO. <br /> � Repo�,�d ro_. ___See..Below _ __ _______ _ ____ <br /> Concrete $upplier_A3SOC�dtC'd. Sc'1L1C1_�c..CiTi.1V81____-____ � <br /> --- <br /> Quantity Represented___ Cu. Yds. $pecimens made by-.._C11EAt__._ _ No. $ubmiffed_ .j___ <br /> Localion of pour_FpO.C�IIg_��._dIlc{_E-1fi_ _______...__ ._ <br /> ------ - ----- �------�- ------- ------ ----�-- <br /> Sfrength requiremenf _ . _. .3QQ� __ . _ . psi af Z8 doys � . <br /> -_.- ____ _ . _ _._ . ____ . . ____ . _-__ .__ -__,_. ._--------- <br /> MATERIAL PROPORTIONS USED (Quontities per cu6ic yard oF concrete) MIX No.; <br /> �emenl__ _.----Ibs.----------_bags Type.------- _- - Brand <br /> -------- <br /> - -- <br /> ineAggregate (5SD) - ----_--- _. Ibs. Source--.------ _.. . _ .---.-- TYP��— <br /> __ <br /> Coarse Aggregate (SSD) - -__--- _-- 16s. $ize-._--- --.--- Source-.----------_---TYPe� -- '� <br /> Coarse Aggregate ($SD)_._-_____ Ibs. Size___-_______Source _-___________7Y�;____ - <br /> Water Total _ Gals.---- _ _-__--.------ Gale.,�bag �------ <br /> Admixture: Amounf_._____...______.. _.- Kind _______ <br /> .._-�------� ----- <br /> Admixture: d.mounl___ ___. . . ___ .__ Kind __. <br /> ---- _--- ------ <br /> Above informalion obtoined (rom� PTL balching inspection � Project Engineer � Conlracfor � <br /> Concrete Supplicr [� Other � (�esignaM)_________ <br /> ._ _-- ._ . . _ . _� -- - . . . ._ ._ _. <br /> _ _ .__. . _.- _. ._ _ .. _ . .__ -_ ..-- � --- --- <br /> --�- - - �---�------ - <br /> Enfr A�r____ ,______ o Actual $lump________ In. TicketNo.: <br /> ---- -- <br /> Temperatures: Air_._. _.___. _'F Concretc _____ __'F Wealher <br /> - �--- ----�-- ---- <br /> Mixing: Cenirol Mix � Truck Mix �' Job Mix � <br /> Above Sile Informafio�i obtained from; PTL Inspection � Project Engineer [] Conlracfor [] <br /> Concretc $upplier � Other [] (Designate)�________ ______ <br /> Cyls. dclivered to loboratory by: PTL �'j Conhactor � Engineer [] Common Carrirr � <br /> - _. .. - ---------- -� - � -- - ---=-�-- <br /> Cylinder $ixe 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> - - - - _ _ _ _ _ -- <br /> --- — <br /> _ _--- <br /> SPfCIMf4 lGE I�BORATORY ��TF D�TF TOT�L UNIT pEPOFT <br /> M�RKiNG O1Y5 NUMpER pECEIVFO TESTEO �O�O-POUNOS LO�D • P.S.I. NO. <br /> l.5 A i 7075 8-28 9-1 /U,OOU 2440 3 A <br /> 15 B 28 7076 9-22 <br /> 15 C 28 i077 9-22 <br /> � --- - _ _ -_ - __ _ <br /> ----- f� � r, I �vi-,—_. <br /> _Day tests previously rcported �5 'I' � <br /> Rema�ks:r.ct__4 Aoeing En��gr.,-&.Lonst./Attn:_Larry._�lements._—___ I� <br /> -- 2_Seattl.�P�_L__ � - :'_� <br /> , <br /> ------- �-�-�-}���-- <br /> --- - — <br /> - — 'r�n'-�.� -- <br /> --------------- ---- - ___- --------- ___-- ------ <br /> �''',�an�—E — <br /> Respecrlully su6mitte �� <br /> PITTS �;5(f.1N� BORATORY <br /> _ �, Y <br /> 1�7( <br /> Nfl S Disfrict 1.(anaper <br />