Duwe6,
I appreciate your input and you raise two decent points. However, I do not think this is a legal issue (I am not a lawyer so I could be incorrect but at worse it would be an AWS D1.1 violation). There are two factors I look at, the first being both contractor documents and AWS D1.1 specifically state that UT or RT may be used. The second factor is the destructive testing being done on the exact PQR weldment in question, if a flaw does not show up in: 4 side bends, 2 tensile pulls, macro etch, 30 CVN specimens (all taken in locations per AWS D1.1) all passing with mechinical properties required, I would ask why the PQR does "not pass".