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McCLEAN <br /> UT INSPECTION REPORT <br /> Report#: 23-Jan-17 <br /> Project ti/Name: S457- Dock <br /> Weld Identification: 5002B1 CP Beam Connections <br /> Material Thickness: .4375" <br /> Quality Reqmts-Section: AWS-D1.1-Section 6 <br /> Remarks: Straight beam scan perfromed prior to angle beam testing. <br /> L. Decibels 1 Discontinuity <br /> 0 <br /> — v <br /> > LL <br /> Remarks <br /> E ° 4 = ` a <br /> n a a L E Distance <br /> E co a; `� c m 2 <br /> u 0 u v ¢ <br /> 2 ro a G a <br /> a b c d a o Fron 500261 <br /> 1 70 50 504761-2 welds ok. <br /> 2 70 50 503661-2 welds ok. <br /> 3 70 50 503761-2 welds ok. <br /> 4 70 50 503661-2 welds ok. <br /> 5 70 50 5037B1-2 welds ok. <br /> 6 70 50 5036B1-2 welds ok. <br /> 7 70 50 5041B1-2 welds ok. <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> 24 <br /> 25 <br /> Test Date: 23-Jan-17 <br /> Inspected By: Kevin S.Buck Level II <br />