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,' „°''"° , PITTSB �GH TESTING LAE3C :ATORX <br /> 4� -♦ ��O ronu eoot.e.s[ <br /> T♦'�•9 uu��n�[e �u� <br /> h� c� <br /> ��` u �a BI6 N.W. 19th �TREE7., SEATTLE, WASMINGTON 98107 <br /> . <br /> t � •� � MVTV�L �wOi[C1ioN f0 CLI[NT•. TM[ �u�LIC 1N0 OViI�[lv[•. �ll 11[r01��{ i� t1-1O <br /> �7�� ��y •e[ w�w•irm u tM[ cohrm�«�u� �wo�[err or [uenn. •wo �or�oerx�rmr� Order N0. Jl: 9 J/ G <br /> 4%'Y .l�l�\y 1011�U��IC�f10M Oi lL�itYIMt� fOMC1.VSi�)N1 011 [�111�CT� i1�0Y OI� 11[G�1101NI1 <br /> fF�1AFD��� oee e�roen i�sue�vte��wmna ous wennH .vreov.i <br /> Report No. 133 �1 <br /> CONCRETE TEST REPORT <br /> Client's No. D-A04419-090C <br /> Date Moulded 1-15-79 Reported—L-24-79 <br /> Project Boeinb Everet�. Es1c�.'y�itTUuildf�ngs 40-32/33 <br /> nr Everats.. _�v9 �k8__�62�2-(�102$�fz019 <br /> Conrrocror Th r���1R COIII{�ii�,}r _ <br /> Reponed ro._—�E.fl.J�elow _ <br /> ConcreteSupplim ����o � � d S�ind����L <br /> Ouamiry Rep�esenfed�LCu. Yds. $pecimens made by_�$�e�CeY No. Submitted�_ <br /> Localion of pour EOOtlttg ��J-5.5�� ___ <br /> $trength requirement.�D�Q _psi at 28 days <br /> i MATERIAL PROPORTIONS USED (Quanlifias per cuble yard oF cencret�) MIX No.:�l.�ss_� <br /> Cement S1� Ibs._ 5� bags Type Brand_ <br /> Fine Aggregaro ($SD) 1 _l�)1 Ibs. Source_ _ Type:_ <br /> Coarse Aggregate (SSD)_1 951 Ibs. $ixe �3� �4� $ource_ Type: _ <br /> Coorse Aggregate ($SD)— Ibs. Si:e_ Source— Type: <br /> Woter Tolal _?�l��X Gals,�'bag <br /> Admixture: Amount Kind ___ <br /> Admixture: Amounf_— _ Kind <br /> Above information obtained From: PTL batching inspection ❑ Projecf Engineer � Coniracta ❑ <br /> Concrete $upplier � Ofher ❑ (Designate) <br /> Entr. Air o Actual $lump 3 I�. T��k�� No.: �t 0395 Tk dk1 71 <br /> Temperatures: Air 38 °F Concrete 5'i "F Weothe�_,_QyPrcnct _ <br /> Mixing: Cenfral Mi■ � T�uck Mix ❑ �ob Mix [] <br /> Abova Sile InFormation obfained from: PTL Inspecrion � Project Engineer ❑ Contracfw ❑ <br /> Concrete Supplier ❑ Other ❑ (D�signate) <br /> Cyls. delive�ed to laboratory by: PTL � Contractor � Engineer � Common Carrier ❑ <br /> ���.-- ----__=-_` �-- --_ . . __.. --- �---- -� --- — — ��� <br /> Cylinder Si:a 6 x 1� Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> �M��IIN'H6 �Y! L�NUMlERp, RECEIYEO TESTEO LO�D•POUHD! LO�DN'P.1.1. pN�OOpT <br /> 127 A 7 232 1-16 1-22 73,00� 2590 133 A � <br /> 12' B 28 233 2-12 <br /> ,-, ., , ,l <br /> � r� �� � <br /> � 127 C 28 234 2-12 I '' , . <br /> I - �Ar� � � � ' ; <br /> i --- -- ----�---------- -�_ ITY OF [�ERcTT �I <br /> oaY �..,. prwioufly npo�ted Inspection eP � <br /> Q�markt: CC• ' aarin��,�nct _;arr.,! l.n�� ['lPmonrc <br /> 7 Se:,cr �PTL _ <br /> 1 T},e ai,c.��p r^ /.1rr^�n^f Pa�py� _ <br /> 1 P.varott Ruilr�inv�gPr . --- — <br /> — �–s�-SSIIC-1:1Y.E'G�–S.:�L1G�--t�t-�-CiL:1VE1--- <br /> Respectfully su6mitted, <br /> PITTSBURGH TESTING LABOR�TORY <br /> Seafi�� � istric anager <br /> KK <br /> � <br />