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UT-RPRT <br /> RauN <br /> I�ITE RTEC Report of Ultrasonic Testing of Welds <br /> Project Report# <br /> Weld identification (!,i( <br /> Material thickness ^'_ { �'i <br /> X + Y X Weld joint AWS ;:�1' _ <br /> Welding process `� ' <br /> Quality requirements-table# <br /> � <br /> Remarks i • <br /> Decibals Discontinuity • <br /> � � L y Distance <br /> � <br /> E a� c d o c c a <br /> L � c o = a o a • <br /> °� Z a " w � L a a� =' f E <br /> � C i N t� W 41 y C .G, ar C C 8 O <br /> � " � W cd dv � a = ° s ° 'a „ °; <br /> y � c E � m � aW oe � � ; Qa <br /> � � F LL y y c N a+ � From From Discontinuity <br /> — A B C D J a " � `A X Y Evaluation Remarks <br /> 1 j��' �' �. <br /> , � ..J <br /> 2 js f_;' <br /> 3 .� 1 � � <br /> 4 <br /> 5 <br /> 6 <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 /> � Sedion 6, Part F ofANSI/AWS D1.1, ( _ )Structural Welding Code—Steel. <br /> (Year) <br /> Note: This form is applicable to Section 2, parts B or C (Statically and Cyclically Loaded$tructures). <br /> Do NOT use this form for Tubular T,K&Y Structures(Section 2, Part D). <br /> � ANSI/AASHTO/AWS D1.5,( ) Bridge Welding Code. <br /> (Year) <br /> Test Date Manufacturer or contrador <br /> �� <br /> Inspeded by _ //;, �i. .. Authorized by <br /> Date <br /> — Providing engineering and environmental solutions since 1957 <br />