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a�+�`;STMce+s PITTSf3URGH TESTINC,� LABURATORY ��AM �^�:.a.,E <br /> 'p:�' 4,�� muu��m uu <br /> i n B26 V.W, d9�h STREET., SEATTLE, WASHINGTON 98107 <br /> 's � <br /> � •� � wuro�� ��or�cnow ro c��cn*e ��r �oeuc ��o o���n��s u� +��o�*+ D�der No. SF. 9972 <br /> �^'j ��N •NC 1111�M�Tl1� �6 iN! COMfinI.H}i1l �uOP111f\ O� CLrfNt1 •ND �UT��OI�IS�TiON <br /> � h f01� 1��I�lIC�i�ON OI �T��fMlNif CONCLI�li(�MS AM (�i1��CT1 fPOM p11 wC6�POINO <br /> C��{ �� •����' OI�N II��OMI! �0 RLlENVfO 1'INDiH4 OLIN WPIiTLN ���'MOV1L <br /> f�ps�Ho�"` Repor� No. 90 B <br /> CONCRETE TEST REPORT <br /> Client's No.D-A04419-0�00 <br /> Dnte Moulded--_-- 11-27-78_ _--.------- Reported __12- 5-76*__�2 28]8 ._- <br /> P�oi�«___Boeing_ Everett F_acility_ Buildings_ 40-32/33 _______________ <br /> A� ___ Everett�_. Washington W._0,_ 8-56282_8_8_6019___ _ <br /> --- <br /> Co��racto�—_ The Auatin Company_—._--_.—_----_. ___ _ — -- <br /> See Below --- <br /> Reported ro------ -- -���— <br /> Conc�e�e Supplier Associated Sand_ & Gravel _. - <br /> Quantify Represenfed 65 Cu. Yds. Specimens made b D. StOttEr . _ No. Submitfed 3 _ <br /> Locar�on of pou� Tunnel walls and_slab �etween #12. 5 and #13.0 _ _ <br /> Strengthre4uirement --- 4000-----psiae28days -- - ----- -------- <br /> MATERIAL PROPORTIONS USED (Ouamities par cuble yard oi concrete) MIX No.:C1a33_� <br /> Cement__56ti_ _Ibs.�7---bags Type_ B�and_ -- - -- -- <br /> Fine Aggregate (SSD) __ —__l�_Q_Q Ibs. $ource— __- — TYP��-- ------- <br /> Coarse Aggregate (SSD) ---19_00— Ibs. Size_��Source-- _Type: __ _ <br /> Coarse Aggregate ($$D)—_ Ibs. $i:e $ource_-- —TYP�� -- <br /> Water Total___250_lbs�_r, Gals.ibog Hot water <br /> Admixture: Amount —_�Z..0.7_._ Kind _�QZZ011ttl-3_�_�T� —�--� - <br /> Admixtwe: Amounl_—________ _ Kind �i�SJ]7_Edrly Q02ZQI1�1—_— — <br /> Above information obtained from: PTL batching inspection ❑ Project Engineer � Contractor ❑ <br /> Concrefe Supplier ❑ Olher ❑ (Designate) <br /> Entr. Air_ o Actual Slump___$— ��• Tickef No.: �0�.$31�$.�51.- <br /> Temperatures: Air _A�—"F Concrete _�].__"F Weather Qq.4Lt;1S_�._ _ _ <br /> Mixing: Centrcl Mix ❑ Truck Miz ❑ Job Mix ❑ <br /> Above Sife Informntion obtained from: PTL Inspecfion � Project Engineer ❑ Contractor ❑ <br /> Concrete Supplier ❑ Olher ❑(Designate)_ _ __. __ — . <br /> Cyls. delivered to laboratory by: PTL �] Contrnctor ❑ Engineer ❑ Common Carrier ❑ <br /> - — _. � --_—°---._' <br /> --- -- ---... --- ---__-- --__.. _ _ ..-- - <br /> Cylmder Size 6 a 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN �OE L�BORITORY O�TE ♦TE TOi�L UHI� AEP�At <br /> li M�qNIHG O�Y! NUMlER RECEIVEp��ESTEO __ _LO�D•POUNOS _ LO�D• P.S�� NO. <br /> I—"___ --�_— I — � , <br /> � 84 A 7i' 9850 11-28 12-4 128 ,500 4540* 90 A I <br /> � 84 II 29 9851 12-26 162,500 5750 90 B � <br /> 84 C 29 9852 12-26 162,000 5730 90 B <br /> � <br /> , - <br /> �--------i ---------- -----__ - ---- , ,`�l <br /> 7* Day tesb previously reportad � lu <br /> Remarks:�C�—_��i08].riQ—EIlqr. & C4IISt.1-ettn:�.arr,v�lement , � �;.i— <br /> 1 The Austi o /Attn• J. Pete�son <br /> 1 Sldg. Degt� Citv of Everett <br /> 1 Assoc. Sa�&�Cravel/At�n—V�Sdghl�—R�nI_ba r � � �- ' T <br /> _ _ 2 Seatt_1_e_PTL _ ___ t15 £ -tinn Ilr�f <br /> Respect(ully submitted, <br /> PITTSBURGH TESTING L BORATOkY <br /> -�-L., � �� - <br /> ld SBdtt� Dislrict Manager <br />