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/JQQ�I—:;�!q� PITTSBURGH TESTING LABORATORY "���-� �-��������� <br /> m�• ,; .,,,�, , �o ,., <br /> :10 926 N W J9ih STREEt , SEATTI.E. WASHINGTON 98107 <br /> I i <br /> , \ -„ ' ' ' o�d�, No.5E 997L <br /> "'• - 5 � � . ,o. �. , �� . , . , . o�... <br /> 1.`�:"�F , , .. . . ,.,. � � . . ,� , , �� .. -1 � <br /> �`�A5,1N0�� �CPOft NO. /N <br /> CONCRETE TEST REPORT <br /> Clicnt's No. D-A04419-0900 <br /> �nte Moulded _ 11-U-�ti Reportcd �1-1`�-�9* 12-5-78 <br /> P,oiecr - ---- --- Boeitt�.Eyerett Facility /Building �0-32/33--- -- -- -- ---_._----- <br /> a� __ �verett _ - - W.O._�-E62.32-1i100-�t3601y __ <br /> ---- - <br /> Co�rro�ro. ___--- The_:\ustitt Company_ _ — - ------------ <br /> 4eporred to -- - . See__de�.ow--- . . _. ..— --- - � -- - -------- -- _ _. _ _.. <br /> Co�<«r� Supplicr Rosa Gravel _Company. - -- - -- - — --- <br /> - - -- _ _ 3 <br /> 'Juant�ry Rcpresentcd _.7_— Cu. Yds. $pecimens mocc by - ��.Leltt _ .._ ____ _ No. $ubmitted _ <br /> �_o�oi�o� or Po�� �d�l I 1 ; ne between line �k13.0 �nd line . •f13. 5 ____ _ —_ -- <br /> -- — - --- -- - ___ _ ___ __ _ _ <br /> ;rrrngth reqo�remenl ._. _3���.-- . -- Ps� ot �8 days <br /> MATERIAL PROPORTIONS USED (Ouanrifies per cubic yord of concrote) MIX No.: CL_a�$_A_ <br /> Cement .__...—ibs..__]�—bags Typc ._ . __ __ Brand ____ . . . . . _. -._—.- <br /> Fine Aqgregate i$$D) ------ Ibs. Source _ . . . ------ ----- TYPe: <br /> Coarse Aagregate �SSD) ---- Ibs. Jae __Saurce -__ ___ -. ._._.—Type: _ — <br /> N R INFORAIA�QI�SUBMITIZ'D. THISLAF3/pe <br /> Coarsc AQ rc me �.SSD) . .. - - sOT� <br /> .vote� To�al _9___ � ���ES ONLY THF. TFST�FsStJI�T9 OF CYI.INERS <br /> ---- A$� POB1'�h EREIN. _ ._ <br /> AdmiRturc: Amount _______. __ . _ . -. -. Yi,� .__ .__— __ <br /> 4dmixtwe: Amounf - ___-- _ . _ _ _..._ Rind . _ _ _ . _ --- --- <br /> �16ove iniormahon obtamed from: PTL batchinq inspection i�. Project Engmeer � Contractor ❑ <br /> Concrete Supplier � Other ❑ (Designate) _-_--- <br /> =nfr. Air 'o Actual $lump _��_ In. TkKef Nn.: .__33?l <br /> Temperatures: Air .._]_�._— F Concrete _____�L F Weather __�VeLCaSL.—.— <br /> `dizino: Centrol hlix ^ I rutk Mix i_ Job Mix _ <br /> �16ove Site Inforrt+orron o6tamed from: PTL Insoection '� Pro�ect Engmeer � Confractar [] <br /> Concrere Supplier i� Othcr �'-' �Designatel ____ _ ___- .. <br /> G/Is, delivered fo laboratory by: PTL ,� Cantractor �J� Englneer � _ Common Carrier ❑ _ <br /> G�linder Size 6 x 12 Inchen COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> _ - - - --- —. <br /> -- — <br /> _. . . . .. . . �- .... . '9T�L �l'll AEPOPT I <br /> ^4�' <br /> �'�f iRP 7RY <br /> ... >r'� iA.PF9 � F i�: -v.`..T� . '=O•POUN05 LOPO ' n.5.1. 40. <br /> ._ . .. ._.. . . " "_.._ <br /> . . . � <br /> ,� :A 7 *' '�3A6 11-7 L1-13 38, 500 I 3130 * I 74 A <br /> �,o B � 28 9387 12-4 122 ,000 I 432'J I 74 B <br /> n:� C 29 9388 12-4 124 ,000 ': 4390 74 II � <br /> ' 7* ._Day lests previously reported <br /> R�m„k,: _�c:_ __3_ I�oein�_Gn2,r_._S�. Const.LAttnt Larry Glement.�. <br /> 1._"Lh�:�usti�_�a.�1t tn:_.1---P_c ters on.__— - <br /> -- -- -- - - - L L��erett_�ildK�IIePt------ - <br /> _. . . � .::�::lt � ' �..,�.qs�n-+r�,-� -- — <br /> �J r. - — --------- --- <br /> _ '> ------� – <br /> � ry lo�� Respectfully submitted, <br /> GEC ( i • PITTSBURGH TESTING LABORATORY <br /> �i�" C; £'ucRE7T -;�r .� � � <br /> ��ilOY �� • �istn Idnnager <br /> Iflsr�- t � �e�t�re ' <br /> 1� <br />