qualitypro
Mechanical
- Sep 30, 2003
- 91
We have a major repair to be undertaken under NBIC to reweld the dished end to the shell of a ASME div.2 stamped HX in the field. The joints to be repair welded in the field are 6" and 3" in thickness. The HX has a design of 3000 psig. The original code of construction required a shell side and tube side hydro to be done at the shop and this was completed. Per NBIC can the field repair welds joints be 100% NDRE in lieu of a pressure test at 1.5 x design?