WBH
Mechanical
- Apr 16, 2003
- 37
Interpretation of indications revealed by RT UW-52/UW-51
Example: 3/8" thick ss material radiographed to RT-4
1.0 Junction of girth seam and long. seam radiographed Per UW 11(a)(5)(b): shall meet the minimum requirements for spot radiograph UW-52
2.0 UW -52 slag inclusions/elongated indications greater than 2/3t are rejectable; in the example above maximum allowable indication would be 1/8" in length.
3.0 If this radiograph were to be evaluated to UW-51, the maximum allowable elongated indication would be 1/4" (in materials up to 3/4" in thickness).
Could this radiograph be evaluated to UW-51, as this would exceed the minimum requirements of UW-52 as stated in 1.0 above?
My interpretation is no, UW-52 would be correct without exception. This has come up in the past with fabrication shops, with the radiographed rejected based upon UW-52 but only with some resistance from the fabrication shop. These vessels were designed for RT-4 and could not pass UW-52, how could UW-51 be applicable? In addition if you evaluate to UW-51 then rounded indications would be a factor in seam welds and nozzles greater than 10" NPS etc... If evaluated to UW-51 but radiographed to UW-52 what do you stamp on the ASME nameplate?
Appreciate your input on this matter.
WBH
Example: 3/8" thick ss material radiographed to RT-4
1.0 Junction of girth seam and long. seam radiographed Per UW 11(a)(5)(b): shall meet the minimum requirements for spot radiograph UW-52
2.0 UW -52 slag inclusions/elongated indications greater than 2/3t are rejectable; in the example above maximum allowable indication would be 1/8" in length.
3.0 If this radiograph were to be evaluated to UW-51, the maximum allowable elongated indication would be 1/4" (in materials up to 3/4" in thickness).
Could this radiograph be evaluated to UW-51, as this would exceed the minimum requirements of UW-52 as stated in 1.0 above?
My interpretation is no, UW-52 would be correct without exception. This has come up in the past with fabrication shops, with the radiographed rejected based upon UW-52 but only with some resistance from the fabrication shop. These vessels were designed for RT-4 and could not pass UW-52, how could UW-51 be applicable? In addition if you evaluate to UW-51 then rounded indications would be a factor in seam welds and nozzles greater than 10" NPS etc... If evaluated to UW-51 but radiographed to UW-52 what do you stamp on the ASME nameplate?
Appreciate your input on this matter.
WBH