Ok, Let me try to propose an example:
A contractor uses two Prequalified WPS:
1. Process: FCAW, Filler metal classification: E71T-11,Type of joint:B-U2-GF, Position:V,Base Metal Classification: ASTM A572 Grade 50, BM Thickness: 1/2" ( permitted by Table 3.1),Minimun Preheat Temp.:20 ºF
2. Process: SMAW, Filler metal classification: E7018,Type of joint:B-U2, Position:V,Base Metal Classification: ASTM A572 Grade 50, BM Thickness: 1",Minimun Preheat Temp.:80 ºF
Now, this contractor is asking me for authorization in order to use:
3. Process: SMAW+FCAW, Filler metal classification: E7018+E71T-11,Type of joint:B-U2-GF ( or B-U2, it`s exactly the same), Position:V,Base Metal Classification: ASTM A572 Grade 50, BM Thickness: 1 1/2" ,Minimun Preheat Temp.:100 ºF
This is my opinion:
-B-U2 and B-U2-GF require the same joint design tolerances: NO PROBLEM
-There is a restriction in "Base Metal Thicness" with E71T-11 ( How does D1.1 deals with the " Weld metal thickness deposit" concept established in ASME IX? D1.1 establishes the " Base metal thickness" concept apparently); So I`d accept only the following combination: 1" E7018 + 1/2" E71T-11. But , because of productivity, maybe, it does not make sense to use it.
-Minimun Preheat Temp.:100 ºF : NO PROBLEM
What do you think about it?
Pedro