Pipe/fittings Longitudinal seam welds for hydrostatic test
Pipe/fittings Longitudinal seam welds for hydrostatic test
(OP)
Hi !
I am working as contractor side QC Inspector (Piping) in a Project. Shell is our Client. During hydrotest we are advised to remove the preservation layer we made on pipe/fittings in order to witness the long seam (26”/30” sizes) welds.
As per ASTM A403 (Standard Specification for Wrought Austenitic SS Piping Fittings) 9.1 hydrotest is not required for fittings.
But our client argued that those fittings already installed as a part of process piping, so as per B31.3 all weld should be witnessed during hydrotest. Hence advised us to witness the long seam welding of pipe/fittings.
Pls advise on this.
I am working as contractor side QC Inspector (Piping) in a Project. Shell is our Client. During hydrotest we are advised to remove the preservation layer we made on pipe/fittings in order to witness the long seam (26”/30” sizes) welds.
As per ASTM A403 (Standard Specification for Wrought Austenitic SS Piping Fittings) 9.1 hydrotest is not required for fittings.
But our client argued that those fittings already installed as a part of process piping, so as per B31.3 all weld should be witnessed during hydrotest. Hence advised us to witness the long seam welding of pipe/fittings.
Pls advise on this.
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RE: Pipe/fittings Longitudinal seam welds for hydrostatic test
RE: Pipe/fittings Longitudinal seam welds for hydrostatic test
It’s apples and bananas. You’re confusing the two
Huub
- You never get what you expect, you only get what you inspect.
RE: Pipe/fittings Longitudinal seam welds for hydrostatic test
It does refer mainly to "joints" and "connections" being examined during a pressure test.
345.3.1 however says "all joints, welds... and bonds..." without definition as to which welds.
So it could be interpreted the way the QC inspector is saying, but I suspect this is either some strange custom and practice in that location or the inspector is not experienced and is thinking he or she is being clever and covering all the bases "just in case".
B31.3 doesn't like welded pipe as unless you radiograph the weld can be a factor of 0.8 on wall thickness calculation.
How much effort is involved here and is it disproportionate?
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