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lER�NC PITTSBURGH TESTING LABORATORY � ��� �� � �� ^�-� <br /> Q'V��S � it�80 <br /> 0J ��((j [ST�BLISH[n IPEI <br /> ��� T :0 826 N.W. 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> L 9 <br /> �. 1 � 1S /� MUTU/�L PPO��CTION TO CLIC1�l5, ll�[ i'�If�LIC nH0 OYPS[LVLS. �Ll PL�'ORTS ,1 r� t'1.M <br /> Z �pC Sl10MITTLO .�4 iM[ CO11f10[NTI�L PHC�f�TY Of CLI[HTS. ♦ �VIMOFIZITIOH O�dC� "0. U ��Y�f�N <br /> C'��� �\��hy IOP PVf1LICI.TIGNII`GPiST[M[NLPVEOvI`CXI]ING` OIN W�ITTLNS�PPHOYAI.PCG�POINC <br /> y`fqsaxo�'"� ,�,,,� „ �sa« o� 36 <br /> Report No. <br /> CONCRETE TEST REPORT Client's No. <br /> Date Moulded___—.10��4��. _ Reported __— 1�Z�66 —. . <br /> Projed Bori Marcho Pazici.a�; Puci.liti�s__—_— <br /> A� -Everett. ldashin�on - - -- - --.---- - - <br /> Contruc,or _ .__ . BEitig�l Cono�Ttiction - -- -- --� --------- -- <br /> Reported to ..----- . NOTfII813 �acobGOn � -. _ . . _. . --- -- <br /> _ ___ — <br /> Concrete Supplier_ AGBOC�.8�0A Seild Aild Gr5,F2]. . _ .— — --- - — <br /> Quantity Represented_ _.1$i��u. Yds. Specimens made by_ _R. P�PsliOLlt No. Submitted_� <br /> Lccation of pour (per mformation from job•site)-1�A11.B �OP 4tain�ray R..and_elevator iTOm 211d t0 Td t1ooT <br /> $trengih requirement_. �� --- Psi ot 28 days Mix Design No.: ___ _ --_—. — <br /> MATERIAL PROPORTIONS USED (Quan�ities pet cubic yard oF concrete) <br /> (��ment_ Ibs._6_.bags Typc _I Brand_ — - <br /> Fine Aggregote (SSD) _. __- Ibs. Source__ .__ _ Type:__ <br /> CoarscAggregate (SSD)-- Ibs. Sizc_.__—$ource__—. -- TYPe� - -- <br /> CoorseAggregate (SSD)__. Ibs. Size— .._—Source — TY�e� In. <br /> Water Total _ Gals. _—_—_ Gals.ibag; Actual Slump <br /> �2. rc�lc Kind DaI'ex <br /> Admixture: Amount___3�__—�-- -- -- <br /> � Poz2A21th Entr. Air °o <br /> Admizture: Amount_ . !' lb._pCr Ek. _____ Kind_ __ _ . - - ------ — <br /> Temperatures: Air�.°F Concrete_ .. .___—°F Weather_ . R9�A ______ _ — <br /> Miaing: Central Mix � Truck Mix � )ob Mix � <br /> Above dala o6lained from: PTL Inspection ❑ Project Engineer � Contractor � <br /> Concrefe $upplier � Other � (Designote) _ -- - <br /> Cyls. delivered to laborotory oy: PTL � Contractor � Engincer �] Common Carrier [] -- <br /> Cylinder Size b x 12 Inches COMPRESSIVE STRENGTH Area 28.17 Sq. Ins. <br /> j� r <br /> � SPEQMEN �AGE LABONATORY OATE � �4TE TOTAL .— . . .UNIi REPORT J <br /> IAARNING ❑RYS I NUMBER RFCFIVEO li TESTEO LOAO-POUNpS LOAp-P.5.1. NO. <br /> —i.. _ i � -- I <br /> � p 7 I 10050 1o/zl l0/26 � 105�� 371� I 36 <br /> u D 28 10051 io/21 '� 11/16 �' <br /> az c 28 iooSz I� io/zi �� i�./i6 I <br /> �''-- -- -' ------ — _ —_ ' <br /> Day tests previously reported � <br /> Remarks: _ oc. 3 Norman Jacobson� Jr._ _ _ _ <br /> - -1 S�ipt. of �uildS.ngo - - <br /> - - - 2 P.�u�;h C,-netructaon __ _.. - -- <br /> - -- -- <br /> 2 P:L _- <br /> ��a�� �� � �. � Respecifull bmitted, <br /> �ITTS, BI�RGH zEST LABORATORY <br /> N.m.�o.�At ;�.i <br /> \ 's ict Monager <br /> � <br />