Again, in general the answer is no.
There were one or two bridge projects I've worked on where the holes were drilled undersized and reamed to insure good fits, but splices on bridge girders, diaphragms, etc. are simply drilled (not punched) to size. The connections are considered to be slip-critical, so high strength bolts, fully tensioned, etc. are the norm. The general practice is to assemble the joint with several "barrel" pins to properly align all the holes, bolt and tighten several open holes, remove the pins and complete the bolting process. The pins are not removed until the connection is made fast so there is no slippage when the pins are removed.
Match drilling the splice plates and the girders (at the same time) by the fabricator minimizes misalignment of holes as would be the case in the fabrication of structural steel for building where the members are not fitted together in the shop. The bridges I've worked on are assembled in sections by the fabricator to make sure everything fits properly. Then it is disassembled and shipped to the site. It is pretty impressive to see huge sections of a basquel bridge assembled in the shop, disassembled and shipped to the site for erection. As a matter of fact, that was the last job I worked on that required the holes to be sub-drilled and reamed, but only the main girders that were attached to the drive mechanism where perfect alignment was required. If I recollect the details, body interfering bolts were required in specific connections.
You have to keep in mind that different states may impose their own requirements that are more stringent than neighboring states. So, where one project may require undersized holes and reamed to size, the next project slated for a different state may not.
Best regards - Al