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tESTIMC PITTSBURGH TCSTING LABQRATORY <br /> �VN ��� � _ .. . .. n _r. <br /> 0J �. ..�`09 .�. . <br /> Q(`� � � CST�OLI6H[O iPGf <br /> a 826 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> � A <br /> f <br /> ♦5 A MVTU/.L PYUTLCTiON TO CLICNit. T1�[ 1'IIOLIC ANO OVYSCLVC9. �I.I Pf�'Of�tS 5E-44 54 <br /> jC^�4 �"y�.� �P[ 6VBM�RC� AS THf CONI"IOCNTIAL 1'f.U1'LRiv Of Cl1EN�•. MD Alli �GAI:OING Ordcr No. <br /> fOP P119LIC/.TION O( ST�i1:MCryTS. �OMCI.USIC.HS UR f.XTP��T4 fPOM CF'�!` <br /> N�fqSAN����� oun nr�oars is nocn�m r�von�c ouv wrtin�H nrrrtovu <br /> Report No.B <br /> CONCRETE TEST REPORT Client's No. <br /> oa�� Moulded 9/6/66 R orted� 9/16/66 <br /> p,oi��, ____ �on ldarche' Parking �acilit�--- _ <br /> A� -- Everetts r;n, _ <br /> Co�r�a�+o� __ �augh Construction Co, __ ___ _ <br /> Reported ra__. _ Norman Jacobson� Jr� � _ _ _ _ _ _ _ __ _ _ _ <br /> Concrefe S�PNI���._ Associated Sand_ & Gravel __ __ _ _ _ <br /> Ouanfity Represented . Cu. Yds. $pecimens made by_ �° `�'IISlC�berg _ Ny. Submifted . <br /> Loco�ion of pour (per informotion from job-site)_ .Pr00897'. pi3RQ1S 1 - Blt 1_-� Bb� �. - B ___ <br /> Strengih requirement __ 3710 _.__. ____ psi at 26 days Mix Design No.: __ . <br /> ^ MATERIAL P OPORTIONS USED (Q�pmities per cubic yord of concrete) <br /> Cement _ ____ . _ .. Ibs. - --6�__bags Typc__. Biand-----_- -- - -- ---_- - <br /> Fine Aggregate (55D) ____ .__ Ibs. $ource_ ______. __ Type: _ . <br /> Coarse Aggregate (SSD) Ibs. Size— . Source_ _ _ _______ ._ _ Type:_ _____ _ <br /> Coarse Aggregatc f$SD)_ __ Ibs. Size_��4 Source __ Type: __ _ _ <br /> Woter Tofal _. _ y�� Gals. _ Gals.%bag; Adual Slump ��. <br /> Admixture: Amount 3/" OZo pPT SFL. Kind DarQR _ <br /> Admixture: Amount Z/d 02e peP- SIC_ Kind_�OZZO��Y.}1 . Entr. Air °o <br /> b� °F Weather_ OV8SCH3�'. <br /> Temperatures: Air__ __ ___`F Concrete__ _ -_—_—__— . <br /> Mixing: Central Mix ❑ Truck Mix [� Job Mix � <br /> Above data ob�ained from: PTL Inspedion [� Projed Engineer � Coniractor � <br /> Concrete Supplier ❑ Other ❑ (Designate) <br /> Cyls. delivered to laborotory by: PTL [� Contwdor ❑ Enqineer � Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPEQMEN AGE LABOPATOFY r OPTE � O/TE TOTRL UNIT REPORT 1 <br /> IAARKING ORYS NUMBER RECFIVE� TESTE� LOAO-POUN�S LORD-P.5.1. NO. <br /> ' — __ 1_ . . _. . _ . <br /> 7 A � 7 7041 � 9/7/66 9i13/66 �1,500 2530 8 <br /> 7 B 28 7oa2 I9/7/66 l0/4/66 <br /> � <br /> � c 28 7043 � 9/7/66 ', l0/4/66 i <br /> ; I <br /> �-----�--- - --- � ' � — <br /> Day tesis previously reported <br /> Remorks:CC_'_�NOTII1aI1_1$4`0175011��2'e --- <br /> _—_—l�Supt, of Bldgs. <br /> _ __ _ 2=Baugh Construction Co.__ _ _ _ <br /> —2�.PTL - - - <br /> bmh - - — _ <br /> Respecifully submitted, <br /> PITTSBURGH TES I G LABORATORY <br /> � � <br /> �`�-�� i t'^t Monagcr <br />