Great representation Al.
Here is another discussion on this subject that Al spoke to
https://app.aws.org/forum/topic_show.pl?tid=34211The other side of the coin (in general terms) is that single bevel joints can reduce weld volume, deposition, and time.
The inherent increase in difficulty in a single bevel vs a V-groove (even with backing) means that thought should be put into training of operators. This is especially relevant in the structural steel world where single bevels are very commonly detailed.
This is one of the scenarios where I really appreciate the CWB (Canadian Welding Bureau). Their standard performance qualification test (with backing) for structural steel is detailed as a single bevel and requires a split root with a start and stop on the non-beveled (fillet) side. In essence this exam performs a destructive test on a groove and fillet in the same assembly.
I know I strayed slightly off topic from girth welds... Sorry