Tubulars are not addressed by the Bridge Code.
Tubular shapes per ASTM A500 and possibly A501 are not included because of material problems regarding notch toughness.
For fabricated tubulars, i.e., hollow box sections and the like must be given special consideration by the Engineer because of restrictions on single sided complete joint penetration groove welds made without backing or back gouging.
My experience has been that the Engineer uses D1.1 fr design, fabrication, and inspection. Qualification is typically per D1.1 with notch toughness requirements imposed.
In any event, the customer, usually the Department of Transportation will have the last say on the design, materials selection, fabrication requirements, qualification, inspection, etc. If they don't say "OK" nothing is going to go foreward.
Best regards - Al