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JpG��ESiIN��'6� PITTSBURGH TESTING LABORATORY <br /> �0� T ■ ,� I�i�l��i�r�lfi I�n ... . .. <br /> � a B76 N.W. 49rh STREET., SEATTLE, WASHINGTON 98107 <br /> � <br /> ��� �t�N �� � u�itU�L ��IiIC.�inN Ln �I�fN�• 1 ��fl�'i9 PI��[>Pi1 <br /> c'�� . y .no nmo�irrtn .s n. o Mrmr�nn� ow <br /> 4f � n�•`j.� rnn unuc�na�-�r e�. r rw.� r� ' Ordcr No. � .•-�{�;J) <br /> FqS�N OGN� oum m��,nn u n r z�n.r u��r v o�r,n n��n ..��nnn�errnc .i n.c.nn�r�, . <br /> R�po,l No. 'l�> <br /> CONCRETE TEST REPORT Client's No. <br /> Darc Moulded_. -�l-1._,� "� <br /> -� ' -�=— - Repor�ed 11��;-'�;i <br /> Projecf _ 1�7C1I1*}�Ui.,iL•n . . _ .. . -__.--- _ <br /> Ar i':�erett,_ }laq6, -_ _ _- -- <br /> --- _--- <br /> Contracror :'ci;oP K1CN1ti S011p � �---—�" <br /> ___ _ <br /> Reported to li:n A. D�•:�J�.� � . __. ___ ._ .. _ __. .__ - . <br /> Conr.rete $upplier._ �l;,;n. : ,".�i; - -- - � - - � <br /> Quantity Represenfed �.�J Cu. Yds. Specimens mode by _ _ CQLLC}1tf.ell � - <br /> Location of pour (per in(ormation fram ob• � . No. Submitted ..__`ij <br /> i s�re) r.nd flcor �lab bet li..ec 1 rzud 7;� Srom A to.}a5 <br /> S�rcogfh requiremeM (;00 __ <br /> - psi at 28 doys Mix Design No.: <br /> Cement MATERIAL PROPORTIONS USED (Ouantities per cubic yard o(concre�e) <br /> ��i' Ibs. >�_ bags TYP� � Brand <br /> Fine Aggregate ($SD) :-'��.��;i . Ibs. Source .------�-- <br /> Coarse Aggregate ($$D)--7.(_?�I-._ Ibs. Size_. . _------. $aurce -� � - -- TYPC'- ------ . . <br /> Coarse Aggregate (SSD)__----_ Ibs. Size_ - .. - --- TYP��-----_. : <br /> Source _ --�" - : <br /> Water Total . �3 __--- Gals. 4�2 _ _ _ __- _ ._ TYPe ---- ,- - <br /> --�-- �--�- Gals.,bag; Actual Slum <br /> Admixture: Amounf l�i o:: - -�—�-� ----���- P .. . _. .._ _�__ In, <br /> _ _ _ Kind____._ Po�� 100 i� <br /> Admixture: Amount _. � �- � � � <br /> - - <br /> _— <br /> Kind_ Enta Air�-------_-oa <br /> Temperatures: Air__._ �J� "F Concrete °F Weothcr oVCPC@Gt - <br /> Mixing: Central Mix [� Truck Mix � .lob Miz � �-� � <br /> Above dafn abfained (ram: PTL Inspection � Projecf Engineer <br /> Concrete $upplier I—� Othm � � � Coniractor [� <br /> Cyls. delivered to luborabr b p7� �,�, — I� (Designate) <br /> Y Y� Confractm [__i [ngineer � Common Carner � <br /> .� <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH <br /> Area 18.27 Sq. Ins. <br /> � SPECIMEN � � ' � <br /> � RC.F LAAORAIOHP f:All I!41f� UNIT I REPORT I <br /> M1qNING � p1r5 NUMPFR PtCtIYF❑ TFSTfO ,LORUOPOUN�S LO�O->,5.1. i HO. I <br /> 3J Ii j�� J �� U 1�._:� _ I 11 � ` 8�-�t�---301�--+ --- <br /> ' -- �1 <br /> � 1�71�- i 17_2 1i_?5 i i 76 <br /> 33 � z73 10712 � 11�2 I 11-29 � <br /> 33 D 28 10�13 � 11-2 11-29 I <br /> 3; E 7 10714 I 11••2 <br /> 33 F � 14 1071$ I 11..� 11"8� 1?_3,000 4350 �G <br /> 71...1 <br /> � .JJ-.�1_�L{] ._�7.1�7.___. � 11.,�� I . <br /> - '> >� za �on� , �. � _ <br /> —.. Day fesfs previou,�y reported <br /> Remark s: <br /> --��-+—�-1i02�BlIC-_ -- <br /> � �-_�_�wS`siIlC�F3'��.. ��� . -- <br /> 2 PTL <br /> Respectfully submitfed, <br /> PITTSBURGH TESTING L BORATORY <br /> � <br /> � Dfsir� �4.�.�_ <br /> • <br /> � <br />