3003 W CASINO RD BLDG 40-32 2018-01-02 MF Import

.l � •S d• J'.. ��ESiINQ:'e PITTSr�URGH TESTING LAB..�RATORY ��nN �^�=.�.=E P iJ�'� � ��O,w i(O.' � ��naiu»m un � 826 N.W, 49rh STREET., SEATTLE, WASMINGTON 90107 -6 9 � •p � u11TV�1 PYOiIC��CN f'1 Cl�[Hll. tM�. PUIIL�C �ry0 (fuv ♦�.5 MlP�lir19 �I Ir� +H •P[ f�.11Nri11'1 �S fM1 C7�il'plN�i�l Pn(�1'lutV (1� tl'I4�Y' Nt� • uiS�1�n4 Q�pC( No. SE 9972 �iC\�� '�y ro+ r�mu000�. n, srv�urrts coweu�sinws nn �.nu�.rs .� i ..un�e�. tiffps��H��' non rro+�s �s a�s..�.rn r�er�o�we o�.v w.,n�u� .�� ov.i Report No. 62 B CONCRETE TEST REPORT Clicnt's No. D-A04419-090 Date Mouldod _ _ 10-13-78 _ _ Reporred 0-2G-78�'� 11-16-78 _ _ P�oi��_— _____Boeing_Everett_Facility . Building _40-32/33__ _ . -- Ae-. -- --- -- -- Everett— - - ---- --- - - _ - --__ W.O. 8-G6282r6109-886919 Co�r�o�fo�_ -- The Austin. Company_ _ _--- -- ------- _ Reported to.. .._.._ _ $P.e n210W-- ---.. . ... _... _- �-�------__ . . ._- _ _ . . . __-.--_________.._____—_-. Concrefe $upplicr __ASSOC1Rt0d._$gR(�i_� CiTF1V2�..__-____-__—__ .__ __. _________... ._. Quantity Representvd 1�._.. Cu. Yds. $pecimens made by-..CL�E'IIt ____— __ � . No. Submitted___ .__ 3 _ Locm�on of pour_pie_T I-L4.0� I�16_, S _ . _ ___ -__ .__ _ _ __ _ .—__ _ - - - _ — - _ - _ _ _ --- - - -- - - $trengf�i requiremenf __ _ . _.3��0 . . _psi af 28 day5 � ._- .—._.__ - �--_- --__-.._______.__-__.________-__. ___.____..__ _____ _ -_._. MATERIAL PROPORTIONS USED (Quantitics per cubic ymd oF concrefe) MIX No,:_____-__ Cement'__ _----Ibs.--------bogs Type---------- Brand-- .----- -------... ._---------- Fine Aggreqatc (SSD)____.__ __ Ibs, y ' ___. Coars� Aggregate (SSD) ___ � � ER INFO iA CN SUBMIITF.D:'PfIIB - _ _ _ - �.` [ES ONLY �E,ST RFSULT3 �F R6 Coarse Aggregate ($$D)--- �b��Q PORTED HE��. - -------- P :_. _--- -- NarerToral--_ _--. -._._--_-----Ga��s. . . __-. - -_--___ Gals.,bag Admixturc. Amount ___------- ---_ . . . _. Kind _. ... _ _ .. _. . - __.--- _-- .___ _._. ._----- Admixfure: AmouM__ . - ----_- - . . ._.__ Kind --- - ---- -- -. ----------------- Above informotion obtoined from: PTL balching inspection ❑ Project Engineer � Contractor ❑ Concrete $upPlier ❑ Other ❑ (Designate) .______ - -- -- - ... . -- � ---- .. . . _- - � - _ . _ . .- - - .. _ _ _ . - - ---�- �-- -- _ .---- � -- ---- -. . . __ _- - -- Enlr. Air___- o Actual �lump_ _4 z. In. Ticket No.: .QO.SE�4�+._TLC._iEZ4 Temperahres: Air___ .68____ - F Concretc ______._.__'F Weather__.(',le3Y. _ . Mixing: CeNrai Mix � Truck Mix ❑ Job Mix [� Abo�e Sile InFormotion obfained from: PTL Inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Othe� ❑ (Designate) �'yls. delivered to laboratory by: PTL ❑ Conlracmr [� Engincer � Common Carricr �,1 . __-,... . ._.__ Cylinder S��e 6 x 12 Inches COMPRESSIVE STRENGTH Arca 28.27 $q. Ins. --- _ _ _ _ _ - -- - - __-- - -- SPECIMEN AGE l L�BOA�TOR� J�TF DATE TOi�I UYIT REPORT � M�qNINL . � ��15 4UUOPR _ NECEIVEO I TESTED I LO�D•POUNOS I _LOAp• P 5 1. � NO. I __ _ � -- _ � _ � -_--_i - - -1 59 A 7,ti 8822 10-19 10-25 94, 500 334pr � 62 A 59 B 28 8823 11-15 127,000 4490 62 B � 59 C 28 8824 11-15 130,000 4600 62 B --- - - — - I' � ��,:�� n �.,� __ �.`_.._. Day fesfs previously repnr�ed 1 � R�mork:: cG..__- 3 IIoeing_�r�r� _&_ Const./Attn:_ Larry_ Clecnents U —__-- 1 Austici �o./Attn�_J�.Peterson -_--- -__-__----- ____ 2 Seattl�_PTL_- -- -- - ----- ---- — ---------- - -- -- 1. Illdg.__Dept. Gity o£ Everett _ _ _ - --- -(,:1-��---+--------� I - - - - - - - - - -_. _ _ _ - - - _ - ---- tlr,��;;.�,:;. Respect(ully submilted, PITTSBURGH TESTING LABORATORY J�y^^,�]- � �� -- 13 Sea�L2 / District Man�ger . �