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_ .__ .� ._..,. <br /> �"5iN`� PITTSBURGH TESTING LABORATORY >�•�� � �� <br /> p0 ,s � a��B r . . n <br /> y �^ [nneuu�m �nn� <br /> �a B26 N.W. 49ih STREET., SEATTIE, WASMINGTON 98107 <br /> a <br /> � IiVI.I �IIOtlC\I(1N TO fLl[M�] ♦��f PIIIILIC �Nn OIIPffl.Vff 11tP�)f�i3 ,I <br /> �iC��,r ,,.�y�H r�f•EVIIw,TT[� �S;'f: Nfl�[MiI�L �pOl'fPiY Of CIII.Mi• �Nf� �li^ ��N ol�Cf 1\0. � <br /> 'OR PI�IILIC�TIpN < ♦ Nif C(�NCIU]IOMf nP ��1P�C1f f110M OP [C.�P�INf. <br /> �f�qs�Ho�`�C" �,�» ������„�;"w..����� �.��,���. �,,. »a�,.�., ...a�.,� ° <br /> Reporl No. J/ <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded_ .._---_--'—_-- Reporfed __ ' . . � '11 ..-'i� bU o ll�,c�.,((� <br /> -- -- <br /> Project_..__.. _ _ � �; . �,.:, r�i:p��d '�• . . ..—ii�::� - ----- � <br /> - <br /> A� :::::�C_'?4ed—_�_tc ,' - - <br /> . - - - _ - — _ _ <br /> Contracror _ � . . ' � � . <br /> Reporfed ro_ . . . � .. � - <br /> Concrete Supplier_ _ . . . . _ ��a:udnttfin�� <br /> Quantity Represenfed _._ ._ Cu. Yds. $pecimens madc by ��• _�_?_"�"'�:t __ No. Submitted <br /> LoWtion o{ pour (per information /rom job-site) � � � � � �'� <br /> Sirenglh requirement _ � psi at 28 days Mix Design No.: .__ � _ <br /> . -.._----.. <br /> MATERIAL PROPORTIONS USED (Quantitief per cu6ic yard of concreee) <br /> Cement _ . Ibs. . bags Typc Brand ___ <br /> Fine Aggregate (SSD) Ibs. $ource. . Type:_ _ <br /> Caarse Aggreyate ($$D). . . _ .. . .. Ibs. $ize Source. _. _ Ty�pe: . <br /> Coarse Aqgregale ($SD) . . .__ Ibs. Size Source ._ _ Type: <br /> Water Total . __ �_ . ._ Gals. .. Gals. bay; Aclual Slump __ _,_._ , In, <br /> Admizture: Amounf Kind <br /> Admixfure: Amounf Kind Enir. Air_ � �� � o <br /> Temperalures: Ai�__ _ .__. "F Concrete "F Weathe� � <br /> Mixing: Cenfral Mix � Truck Mix � 1ob Mix � � <br /> Above data obtained From: PTL Inspection �. Project Engineer � Contractor � <br /> Controte $upplier � Other �f(Designate) . _ <br /> Cyls. delivered to laborotory by: PTL 0 Confraclor [� Engineer [] Common Carrier � <br /> Cylinder $ize 6 � 12 Inches COMPRESSIVE STRENGTH Area 18.27 Sq. Ins. <br /> � <br /> SPECINEN I AGF . L�ADqRtONv p4tF � (t<il iOTFL I UNIf I Rf�'OqT � <br /> MARMING _ j ❑�YS ' NUMBFF nPCP1vF1) ?F51tf� i_unO�POIINDS � LO�O-P.S.I. NO. I <br /> . _.—._. ._. _ 1 . .— . . . . .. _ , <br /> j . ., _'_--. : ' <br /> ' . ' ' . �. . . . . . . ,�/ . . <br /> � , ;. r. ! `;;G; .o%t.'; loJ7: 11ti.700 4.l?_d' <br /> ' c, 2 ' 4r6D iciAa �?./�1 ].48,�00 5250 77 <br /> .';9 ct!L.'+ ?7,%'• 14�i,00o 5240 77 <br /> �{}}�, . Day tests previous�y rcported <br /> Remarks . . :_j�_ , _ . . _ . <br /> ._ ..._. _.. __._. <br /> '. y-'_ _ _ _' " - - <br /> �.� . _---- - <br /> Respect(ully submiVed, <br /> PITTiBURGH TESTING L B RATORY <br /> • +,,A,e,,,o �� G^--_ <br /> �Isn��� ,�y�, <br />