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� ,�p� y.�� <br /> x��,•- �L' <br /> 1 <br /> Field/Material Report ,e.�n.: ,.�o, � ���u�/�� D <br /> . ., <br /> , ., <br /> CINM W�ma: Wnn Conatruetlon ProJwi N�r: 11-St6 <br /> CoM�ct: KetleJohnaon P�rmk� 81101-039 <br /> CINM Addm�: 1410 Bqh SL S.W.Sufte A Proj�ci M�mr GMmrood P017Y20 <br /> Everelt.WA 88203 Addms: 5828 Glanwood Ave. <br /> D�b: 17f21�2011 <br /> SuppNx �:alPoAkM arTempereture: 10 F <br /> Meteriel Date: Concrofe ��e Tempereluro: 8�1 F AS7M C 10& <br /> Alr Content: 96 ASTM C 231 <br /> Plent Numbnr: 280 <br /> NNx Numbx� 151098� Slump: 3 7f2 ' ASTM C 143 <br /> TruckNumber: gp3 T�meSempled: 10:t0:00AM <br /> Added Water: -0- ByWhom: <br /> Tickel Number: 24082513 <br /> Number of Semples: � Alr Entralnment(ozlysrd): <br /> Yerds qaced: 2 Admirtures(os/ysrd)): <br /> Design Strength: 3000 <br /> In�pctbn P�rMrmW: Reintorced Concrete <br /> Locatlo�: Mechanical ped. <br /> 6rid Lin�s: Southeast s]e ot e�dstlrp units. <br /> R�m�rks: Resteel Is per plan and spedficatbn. Concrote placed by wAedDertow and conaoNdeled. <br /> � Conf.xming to approved plans Inap�ctw: 0110,Bob 2M Msp�cta: <br /> Ndln�p�cla: <br /> Samples Tested in Accordance with ASTM: C 1231 C 31 C 772 C 39 <br /> Sample ID Test Date Age Size Area Set# Totel Load PSI MeMad Fracture Type <br /> 113889 17/28/201 7 4 X B 12.6 1/7 SB540 4640 C 1231 Cone Split <br /> Distribution: � ����� ❑ ���dor ❑Ownx Dab WMd: <br /> � Munidpeliry ❑ Enginax ❑ ArchHed T„bd Oy: Mike Bkdcwell <br /> ❑ DlsMbule Other R�vNw�J: Mike Bledcwell <br /> FUI lasts in accordance with the requirements ot ASTM C 31 for casting erM curing concrete apedmens in Ihe tbld exdudlrp Sectlon <br /> 10.1.2(roquired use of a mazimum-minimum Ihermometer).AII rqwrts are considered confidendal and src the propaly ol the Glent <br /> and A.A.R.Testlng LaDoratory,Inc. Reprodudion except in full,wilhoul Me wrl@en consenl of A.A.R.Testlng IAboretory h st�iCtlY <br /> forbidden. <br /> � <br />