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G���ST�NQ�' p�TTS�P�JRGH TESTING LAB�' <br /> �''' '' °° RATORY <br /> !: '=9 ronu�ooi.e.sc <br /> �' �� cn�ew.io �w <br /> 6 � Bi6 N.W. �9ih STREET„ SEATTLE, WASNINGTON 98107 <br /> 4 +, i��y •� e wuru�� �eortcnor� to cu�r�rs :.t �oeu< �Ho ooe�ri�u •u evonr• <br /> .�c so�winm .. iw� co�r�oiHn�� rwo�u+. o. c�nHra .�.o .�mm�a.now Order No. SE 9972 <br /> cb �0 •�•��t.�� soe n:euc�nnr. or F..�runm concivnor�e e� nr�.o� rwo� o� n�c.eoieo <br /> fFA5AN0��� o�a er�ow•e ie nucnv�o rcwoir�e ou. �ven�re �rneov�� <br /> CONCRETE TEST REPORT Report No, lOSU <br /> Do e Moulded__ _ _lZ-lZ-78 __ Reported �2-Z�-78 '` 1�11�79 Client's No.D-A04419-0900 <br /> Project____ Boeing Everet[_ FaciliLy_Ruildings 40-32/33 <br /> _ - --- <br /> - - — <br /> Ar__..._ ---- Evere[[, WA i - -- - ---- <br /> ___ . ___.__ b.0._ A-F6282-6100=886019 <br /> Contractor ____ The _Austin Company__ _ _ - <br /> Rcported to .._ See Below -� � - � - � : - --- <br /> . . _. .. ._ . __._--- f <br /> ConueteSuppller . Associated_Sand f, Gcavel ------- '------- <br /> Quantity Represrmed 58 __ Cu. Yds. $pecimms�mode by. _ D. S[et[ei - � — -- <br /> Location ol pou�__ Slab end of tunnel at line 1�17.0 - -- No. Submitted 3 _ <br /> - -- - - - - <br /> -- --- - ------ <br /> Strength requiremenf 4000 � � - ------- <br /> _ . . .. --- Psi nt 28 days -�- � -- ------ <br /> --__- - �- - --- --- ---- <br /> - - : --._ - �, ._ _. . . ----�---- <br /> IdATERIAL PROPORTIONS USED (�uomi�ics per cubic yard of concrela) MIX No.: Cluse E <br /> Cemenf___-564 -_-. Ibs. 6- ____bogs Type-__ ---- Brand � - <br /> Fir.� tiggregate (SSD) 1.300 _ Ibs. Source_ -------------------- -' <br /> Coarse Aggregcte �SSD) 1900 _ Ibs. Size 3/4"_- - -- -- - ---- — TY�:- - <br /> _ $ource------_ __ __ —7YP°0 --- <br /> Coarse Aggregate ($SD). _ _ ____ Ibs. $i:e _ . __ _Source _ _. — <br /> Water Total__ _ 250 lbs. ��. ___ _ liot Water TY�'--- <br /> ---- � -- � .--- Gals.'bag <br /> Admixture: Amount ... 17 oz. _ _ Kind __ .rozzolith 300N <br /> - - <br /> Admixture: Amounl }ii h Farl Pozzolith <br /> Above in(ormation obtained (•om; PTL batchin ins Kind _.__ S_ ._. �' ___ <br /> 8 P���ion ❑ Projecf Engineer [7g Contracfor � <br /> Conaete Supplier � Qther ❑ (Designote) <br /> _ _ _ . .. __. .. .. . --- �-- -- - <br /> .. __. .._.-_,_ ----�- <br /> - - - -- <br /> Entr. Air _ _ ^o Actual Slum $ . . .� . . . ---.--- --. . .-_ - ---- <br /> Tem cratures Air 43 P --� �^• Tickel No.: ..211189 Tk.f�185 <br /> P __ - __°F Concrete _ 61 �p Weother___ Clear --- <br /> Mixing: Cenlral Mia � Truck Mix � Job Miz (] -- <br /> ALove $ite In(ormvtion obfoined (rom: PTL Inspection <br /> � Project Engineer � Contractm [] <br /> ConcreteSupplier [� Othe� � (Designate)_.__ <br /> Cyls, delivercd to loboratory by: PTL LR] Contractor En meer � � - <br /> - . ❑ 9 ❑ Common Carrier [] <br /> Cylindcr Size b x 12 Inches COMPRESSIVE $TRENGTH - <br /> --- - <br /> Areo 28,27 Sq. lns. <br /> 5�'FCIMEN � ♦GE �LABOfiATpqr "------ <br /> M1qMING O�TF ��TF � '� <br /> � __ _ _ OI1Y5 hUMBSR PF.CFIVtO TFSTfO T���� UNIi RFPORT <br /> I -- - . . _ l On[t nOUNOS LO�O • P 3.1. _ NO_ <br /> 99 A 7" 10322 12-13 12-19 95,500 3380 �� 105 A , <br /> i <br /> I 99 B 2g 10323 I 1-9 153,000 5410 105 U <br /> � 99 c 28 10324 1-9 152,000 538U 105 l� <br /> i I O <br /> i_ —_ _- _ I ��•:`�. <br /> ___ -- ----�- — - <br /> - ��� Doy tes}s previous�y reported ✓� <br /> Remorka:_cc:_ 3 ilooing I'n�,r. d Const./Attn; i,arry Clem�nce ��J'�_y�_ . <br /> . 1 'fhc Austin Co. jAI tn: J. I'�Cc�srni -!Ss�- ., ' ... <br /> _----.. C ... . <br /> I Rldg._ D�rpt. , (:ity ot liverett _ . �G�, .. • ---�-- -) <br /> . � 1 Astioc. Sand d Gravel _ ._ _ . - . ._ _ . . . _-- . �' � , ---, <br /> _.----- - . . . � _ . <br /> 2 tir:�Cl:le �y1�L � -. .. .. � - --- - -��'-'�--`-'=-------- � - <br /> Rcspect(olly submitted, <br /> , PITTSBUR4N TESTtNG �{� ORATORY <br /> y/� �y �.� <br /> �l � - J� <br /> So:ltl ld Di5lnct 1.1a•�ncrr <br />