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�ES11N� <br /> a,a°:"�s ��s`�eo PITTSBURGH TESTING <br /> y;` T+ ;, LABQRATORY , �AM 9ao:.,.,F <br /> n ,. LJ'i 9 uuo�nHro ue� <br /> C � 826 N.W, q9rh STREET., SEATTIE, WASHINGTON 98107 <br /> sC^'y� p ya'�4'`y en���onui�rineno.�*Nrcro(Nnocnr����. ��e vunuc .vo oun�rivre. ��� niranr• <br /> �F F p � (,+' IOM Pl1I1 l I C�i I U N p� !1 1�ffYfMlf. •POI�[fl i 1 p I f L l f N l] ♦N� ��. nPII��ION J <br /> 'SAM�L N <�IIP RfV�)Ilf] It �[\lPV[fIN�[HOING' UP [�iP��:if fPl1 `1p,pLG/.11DIHG O(aCI NO. <br /> n A WPII�[M �1PPOV�I <br /> Reporr No. ']�. <br /> CONCRETE TEST REPORT Clien�'s No. <br /> Date Moulded <br /> Project_. . ,� _._"__--- -�-- R�Ported__ ' ;..<o ;� i,-- <br /> At � � - �-_:._.�_�;.. __ . _ . .---- - �'�.�i c__---- <br /> �rs;'at:1:.�l.� _ _ --- — <br /> Contracror . +�.. �. . ' - -...--- -. <br /> .,.. � � .__. <br /> ..,L..._ � - ------------ <br /> Reporred to -�"��"-' " `-- - <br /> Concrete $upplier.. _ y-- .�.' �-'" - . .... . . .. ... .------� <br /> .. .____: � � ._ <br /> . '----' - '----- -- <br /> ' y epresented ___ . Cu. Yds. Specimms made by � <br /> uanNt � our CG�•.•,... -- - . _.__ _. <br /> Location o p (per information (rom job-site � - No. Submitfed <br /> �- ) _-'---- � - - - _ <br /> ..__ - --` � ' �---- � . <br /> ----- -.—_ <br /> . -----'- _ ..>>_ . ....,: c.......-_-.�....� <br /> Strengfh requirement ��- <br /> . � - �-- _ psi at 28 days Mix Design No,: � ---� --� <br /> ---- <br /> MATERIAL PROPORTIONS USED ' -- - <br /> (Quantieies per cubic yard of concrefe) �-- -�-- . <br /> Cemenf . .. Ibs. � <br /> —'-bags T:�pe. _ <br /> Fine Aggregafe (55D) . . . - Brand ' <br /> Ibs. $ource_ . - � -----_ <br /> Coarse Aggrogate ($$D)-� ------ -- - - � - . . . ___ TYPe:_ _._ . <br /> Coarse Aggregate �SSD)__ _ -� Ibs. $ize._. . _. Source_ � - <br /> � - Ibs. Size__-- ---$ource--- -�--- TYPe: <br /> Water Tatal __. - . . .. --- <br /> i' _ Gals. _ � - - TYP�� _ <br /> --- -- <br /> -- .. Gals. bag; qctual Slump_ <br /> Admixture: Amount__ - ��� � -�--�-- <br /> - ._. <br /> --_ . . . - - — Kind__ ._:...._...In. <br /> Admixture: Amount _ � - . .--- - - -- . . . <br /> - Kind - . __.— _ _.___. <br /> Temperotures: Air___ � _ "F Concrete Enh, Air o� <br /> Mixing: Cenlral Mix ❑ Truck Mix . ."F Weafhe� __ -- . -.--. o <br /> Above dato oblained (rom: PTL Inspecfion ❑ �ob Mix � - ��-� � - - <br /> ❑ Project Engl�ee� � Contratfor � <br /> Concrete Supplier [] Other <br /> Cyls. delivered to lobon�imy by: PTL ❑ (Designa�e) <br /> ❑ Con}roctor [] Fnginee� <br /> ❑ Common �arrier � <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVE STRENGTH <br /> � � Area 18.27 Sq. ins. <br /> SPECIMEN 40F � LnflORAlORY � • <br /> M�PgINO DATF � - <br /> ❑�YS NUMPFR I f�aTl .. <br /> - -- --�. _ .. 1 AcCFIVS❑ 1i5itf� LOADOPOUNO UNI� ! REPOaI � <br /> � , 'S LOIp- P.5.1. . NO. ' <br /> r <br /> . � - . � � - . —_—� <br /> � <br /> �� . ' I .'� � Y� . . . <br /> • I . . . ,:.� (�/u1:. i <br /> , , .i'a Iplll ' <br /> ; io•�z Lt.•-.,� io9,000 3860 73 <br /> '� ' ' �� 1t727.2 1 p,a� I <br /> 11 r�.;, <br /> , � ; <;; zo��x <br /> ,- - <br /> i <br /> _ ' I <br /> ' ---- <br /> Remorks: _ -� � � Day te�fs prcviously reported <br /> � Respect(ull s bmived, <br /> PI TSBUR ST LABORATORY <br /> �� <br /> Di5 iCl M����.9C� <br /> i <br />