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UTAKI ' <br /> ::`: �;' TT° :C;•. Report of-Ultrasonic Testing:of:Welds' <br /> Ploied �'•� ."��.�7G Report# <br /> Weld identification <br /> Material thickness <br /> X + X Weld joint AWS S. <br /> Y Welding process14t/J <br /> Quality requirements-table# A-V-*S 1lto1,A � _ <br /> Remarks C <br /> _ o <br /> 'Dedbals Discontinuity <br /> ' m Distance <br /> E <br /> 0 _ c <br /> c a o ¢ <br /> Z 5 * m E <br /> �,. m . 2-- = o e c <br /> E... : o : .... _s :_.... .. m.. <br /> ® c E a wa, <br /> cor o From From Discontinuity <br /> A B C D v, X Y Evaluation Remarks <br /> 1 e <br /> —ST AJD <br /> AwW 100,1 <br /> 2 <br /> 3 G�L3 <br /> 4 /AG <br /> 6ILJ i 7E� S4 7­1 ti <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> We;the undersigned,certify that the statements in this record are correct-and that the welds were prepared and tested in accordance with.the ' <br /> requirements of <br /> Section 6,Part F of ANS!/AWS D1.1,(Zt9-��'1 Structural Welding Code—Steel. <br /> (Yew) <br /> Note: 6-form is applicable to Section 2,parts B or C(Statically and Cyclically Loaded Structures). <br /> o N D1.5 . (Section 2,Part D). <br /> •ANSI/ADSHO/AWS Bridge Wres <br /> NO <br /> Test Date '~Z " Manufacturer or,contr9dor—__T9w . <br /> Inspected by. Authorized by. <br /> Date <br /> 1r'VyG�.. err o Providing engineering and envirannwnW solutions since•1957.•.. <br />