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• <br /> McCLEAN L <br /> UT INSPECTION REPORT <br /> Report#: 6-Jan-17 <br /> Project#/Name: 5457- Dock _ <br /> Weld Identification: CP connections 5004B1&5002B1 <br /> Material Thickness: <br /> Quality Reqmts-Section: AWS-D1.1-Section 6 <br /> Remarks: Straight beam scan perfromed prior to angle beam testing. <br /> I I I I 1 I I I I I <br /> Decibels II Discontinuity I <br /> 0 <br /> v v LL m u <br /> E m <br /> Q, Remarks <br /> E TL) c u o <br /> a z a 2 2 E Distance <br /> Eco '6 2E c 1° O Q B <br /> _ u v <br /> Z f0 D 8 v D L to 6 <br /> U cc Q <br /> a a b c d v a o Fro 5002B1 <br /> 1 70 _ 52 m25-2 welds ok. <br /> 2 70 52 w32-2 welds ok. <br /> 3 70 52 m25-2 welds ok. <br /> 4 70 52 w32-2 welds ok. <br /> 5 70 52 m19- 2 welds ok. <br /> 6 _ 500461 <br /> 7 70 _ 52 m24-2 welds ok <br /> 8 70 52 m17-2 welds ok._ <br /> 9 70 52 m23-2 welds ok. <br /> 10 <br /> 11 <br /> 12 <br /> r- <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: 6-Jan-17 <br /> Inspected By: Kevin S.Buck Level II <br />