Thanks Chall! The code of construction is ASME B31.3. I have looked there for some link, but am not finding it. Section II SA-333 8.1 states:
"For Grades 1,3,4,6,7,9,and 10, the notch bar impact properties of each set of three impact specimens, including specimens for the welded joint
in welded Pipe with wall thickness 0f .120" and larger, when tested at temperatures in comformance with 14.1 shall not be less than the values prescribed in Table 4." This is the paragraph that leads me to believe it may be a requirement. There are three systems involved. two of them have Design parameters of 300 PSIG @ 300 deg. F and the third is 165 psig @ 450 deg. F. B31.3 328.2.1 (d) states: When impact testing is required by the Code or the engineering design, those requirements shall be met in qualifying welding procedures" . I take from this statement that if the Specs call for material that must be tested, so too must the WPS be made with this material and to the pertinant standard. But I could be reading this wrong. What do you think? Thanks, Deb
The reference to welded pipe (in Section IIA) is for pipe manufactured with a welded seam as opposed to seamless.
I would continue to look in B31.3.
Based on my experience, 333-6 & 1 are used specifically when the systems will be subject to lower than usual temperatures. The design parameters certainly do not warrant qualifying a procedure with impact testing. It could be that the lines will be run through an outside area that sees low temperatures during the winter. Regardless of the ambient temp, the requirement to qualify a WPS with impact testing generally comes from the construction code (or contract). I believe the paragraph you referenced, 328.2.1(d), is indicating that if required eleswhere in the code than the impact testing is required.
It's tough for me to provide any better insight, as I don't have the code with me. When all else fails, file a Request for Information with the engineer.
Good luck,
Charles
welderette; unless I misread your question, you seemed to be referring to the weld metal itself. Is this correct? If so, you can easily buy filler metal with CVN's already done. Just not sure if I read your original question correctly. If not, CVN's are "normally" done at the same time with the PQR.