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+ •G��{.STIN��' PITTSBURGH TESTING LABORATORY Fonr� �oor.e.ac <br /> eJp ..* o.�fB04 I [n�nu.�ou�� � <br /> � WASHINGTON 9ud7 �.�� <br /> �' :0 826 n.N. �91h STREET., SEATTLE, <br /> �• � •. � �u�u�� �eotrcnow to curnn rer ��nm ��o o���uvu •�� evosrs SE 9972 <br /> , Qrder No. <br /> P,s'J ���n •ec wewittm u iM� cow.m�M��.� �^o�n�� or curNis .No r.vlNoeix.+�oe <br /> C� '4` �� h f0�1 P�IOLIC�I�ON Of 61�1[M[Nl{ COHC�V4�ONL 011 fti11�CT\ fIIOM 011 1�[G�I1�IN4 <br /> �<<q5AM0���� oun nvo�u �� a�s�nvau ri�mwc oon wni*toM ��Pwavu Repor� No. 97 II <br /> CONCRETE TEST REPORT <br /> Client's No.D-A04419-0900 <br /> DateMoulded-___12-5-78--_-- -- Reported_12-13-78 �P�a,79 _ -- <br /> Projcct _Boeing Everett Facil_i_ty Buildings 40-32L3 - -- <br /> Everett� Washington _ W.O. 8-E6282-6100-88601_�_ <br /> At --- - <br /> Comrotlor—__ The_Augtin Company ----�— <br /> Reported fo-___ Se_e Below ____ - _ <br /> ConcrereSupplier_Aasociated Sand 6 Gravel _ <br /> Quanti�y Represented Z�Cu. Yds. Specimms made by_ P. Sietter No. SubmiNed=�- <br /> Location of pour Footinqs J-14.5 and J-1�1_6.9. --- — __ <br /> Strength requirement _-_-3000 _psi at 28 doys _ <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard ol concrele) MIX No.:_Cleas_A_ <br /> Cement--.-----517_Ibs. SS1__----bogs TYPe----- Brand _ — <br /> Fine Aggregate (SSD) —. 1_341 _ Ibs. Source--- TYPQ' <br /> CoarseAggregate (SSD)�51—Ibs. Site—_13.��— Source - TYV°� — <br /> Coarse Aggregate (SSD)— Ibs. $i:e_---Source -- TYP��— <br /> Woter Total-_-__--275 lbs. ��._ Gale./bag <br /> Admiature: Amount _- ______- Kind _--.- - <br /> Admizture: Amount ..__ ___ Kind ____— -- <br /> Above in�ormation obtained (rom: PTL botching inspectior ❑ P•oj�d Engineer !� Contratlor ❑ <br /> Concrete Supplier ❑ Other ❑ (Designole)____-------- <br /> _ -- - -----_ — Actual $lump 2�_ In. Ticket No.: _2984�5_Tk1�1�4- <br /> ENr. Air ._ °�e <br /> Temperatures: Air _._49 `F Concrete __�J1__°F Weather __ Cloudy____ <br /> Miaing: Centrol Mix ❑ Truck Miz ❑ Job Mix ❑ <br /> ALove $ite Information obtained from: PTL Inspection � Project Engineer ❑ Controctor ❑ <br /> Concre�e Supplier ❑ Other ❑ (Designate)__. .- - .—�— -- <br /> Cyls. dclivered to laborotory 6y: PTL 'X] Contractor ❑ _ Engineer ❑ _Common Carner ❑ , _ <br /> COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> •-. <br /> Cylindcr Size 6 x 12 Inches <br /> ---— � <br /> , __._.. _ .____.—__—___.__—�— _ REPORT <br /> .. . ._. .___'_—_ I UNIT <br /> --- - � � TO?�L NO. <br /> SPECIMEh PGF L<BORATORV O>TF � 1E �0�0•POVNDS LO�D• P.5.1. <br /> � MIRNIYG 01Y5 NUMBEP RECGIVED TESTF.D —. - _. ___�i <br /> —_ _ <br /> _ ___'— ..—._. . "___" _ <br /> i _ . _. <br /> _ __' _._ .____ _—.—__ ___ . __ —_ . <br /> gl p 7:, 10116 12-6 12-12 87,500 30903` 9� � <br /> yl S 2c 10117 1-2 LZ$,000 453U 97 II ', <br /> i 91 C 28 10118 1-7. 138�000 4880 9� 33 <br /> , ' _ I _ _ - --- ' �� , <br /> -- - _- <br /> � _ ___ - - " <br /> 4}, ` <br /> �'' Day test� previouzly rcporled �j' � , ��� la <br /> ,: <br /> Remarks:_.CC;____ 3 Bocin� Engr._ &_Const./Attn:_Laxr>•_Clements__-..-_-_�� " : <br /> �_.TL�l+ustin-La./.iLtn:_J..._1'eterson-_.---- �. .� <br /> --.-- _ /�,' <br /> --.-,-----_----. _l.. A.gs�c�_$and 6_ G_r:lv_el CO3_,.�.nt.--------�-+-��.-- , <br /> 2 Sea[tic-P7_L----- '' -- <br /> _ — J ' � <br /> — --- �r� � <br /> -- - _ _ <br /> _1_Rlctg._DcrC•, _Cicy ot_rv_ereet _. - �;_ �£�r-- <br /> u^. <br /> Respect(ully su�lf�.tted, <br /> PITTSBURGM TEST�G.�RATORY <br /> � �• f) <br /> � �- u( __. <br /> 1: Sea�l e D�strlct Managci <br />