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� <br /> �[S1�M�� pITTSb�1RGH TESTING LAB�.RATORY ��^M9^^=.a.°F <br /> 0J'�y 3i+e� <br /> �,; [���e�o�m u�� <br /> �: � :o B76 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> r v �� � ��r�.� �4onc+�oy to ci�rwrs na e�eue wo o�i�su�ce. +�� ^��o"�• Order No. SE 9972 <br /> �^sJI �l,N �P[ f�.�lYitt[O �S i�C CONl�[If�Ifi�L 1��10�E1�l� O! fL�INi! �NO �UTI�OP�I�110N <br /> C'h'C •f4�`� IOI�IV�l��OUNM[POPib*1!~R[SIPVIVNI'fH��NG'Ol9 KN'ililNS�I'I'R(fYAL rLO�P0111�] <br /> FfqS�xD�� � Report No. 91 B <br /> CONCRETE TEST REPORT <br /> Clienr's NoA-�A04419-0900 <br /> 11-28-78 ---- - -- Repor�ed _ 12-6-Z8*_--72-28-78--____------------ <br /> Date Moulded_-_ - _ - <br /> Proieci__ Boeing E_v_erett__Facility__Duildings_40.-32/33____ ------_ <br /> A� Everet��Washington _.__ W._0�8�6_?$1-fiJ.0_0.-8.BS.019 <br /> Conrraaor The Austin Company________------ <br /> See Below <br /> Reported ro-.------ - <br /> Concreie Supplier Aesociated Sand & Gravel <br /> Ouomily Represenled 1e Cu. Yds. Specimens made by D_StEttE+' . No. $ubmilled_,3-- <br /> Locotion oF pour— FOOt7.TIg I 12. 0 __ -- <br /> ----------------- <br /> Strength requirement - 3000 ____psi af 28 days <br /> MATERIAL PROPORTIONS USED (Quontities per cubic yard oi concrete) MIX No.:.C1d3�8- <br /> Cement__-517 _Ibs. bags Type Brund — <br /> Fine Agqregate (SSD)-1391_ Ibs. Source_- TYP°' <br /> Coarse Ag9regote (SSD)-�-9S1—_Ibs. Si:e_� " —$ource_ TYP°� <br /> Coorse Aggregate ($$Dj- Ibs. Size -Source TYP�� <br /> Water Total 2 /5 lbs. ,r�,_ Gals./6og <br /> Admixture: Amounf -._ Kind - <br /> Admixlure: Amount__--- _- Kind <br /> Above information obtained From: PTL bafching inspection ❑ Project Engineer � Coniractor ❑ <br /> Concrele $uppGer ❑ Other ❑ (Designate�_ <br /> ?� Acrual Slum � In. iicke� No.: Z06497 Tk. #133 <br /> Enrr. Air - e P---�- <br /> Temperatures: Air_ 47 'F Concrele __5.3__'F Weather__OVeLCdS�-- � <br /> Miring: CeNrol Mi: ',] Truck Mix ❑ Job Mix ❑ <br /> Abo�e Site Informotioi obtained from: PTL Inspection � Project Engineer ❑ Con'ractor ❑ <br /> Concrete Supplicr ❑ Other ❑(Detignate) _.-- ---- <br /> Cylj. delivered to lal.urafory by: PTL � Contractor ❑ Engineer ❑ Common Co rier ❑ ______ <br /> . __. _ _-__ ---- ---_--- -.. . .. . . <br /> � -_ - ` - Area 28.27 $q. Ins. <br /> Cyl nder Size 6 x 12 Inches COMPRESSIVE STRENGTH _ <br /> �NARnHGN 0�S L�NUMpERQY AECE?VE� TESTEO LO�O•POUNOS LO�ONIP�S•�•_ p��'p_� <br /> -- ----� � �- ----�-5� 103r000 3640 * 91 N I <br /> � 85 A %* 9871 11-29 � <br /> i g5 g Zy qg�p 12-26 133,000 4700 91 B �I <br /> 85 :, 28 9873 12-26 129,500 4580 91 B �il <br /> ��,r- Yn n n^-r- <br /> �------� ---�-- ----- -- � // <br /> • , �*Day lesta prevlously raported <br /> , <br /> cc_3 Boein Eilar,�_�Qrtst_.11�ttn_:�arrYSlP PntG ^ C`n <br /> Remorks:— � —�— ' y �/.A - <br /> 1 The Au8L1II Co/Att�• T PPtPrson - <br /> .4 !' <br /> 1 Bldu, �e�.i..-� ''a�„ ^f FVPYPhf — I)FN��II `' �R.r,-_ <br /> 1 AssoC.—Sand & GravEl �b���-- <br /> 2 Seattle PTT• - -. eT7'�- <br /> Respectfully submitted, <br /> PITTSBURGM TESTIN�L�ATORY <br /> �.+�.�, �Di�trict Monager <br /> la Seatt;►d i <br />