pak file have no axle count entry either and no way of assuming the actual number of axles.
inforamtion is intrinsicaly there, just look at the pictures, or google. So this can be a fast thing to do. It is also the same for a broad range of vehicles. E.g. all 4-wheel carriages in pak britain have 2 axles :-). It's still a bit of work.
That would be a sensible default indeed.
Two more questions:
Do you want to use total weight for bridges? If yes there are several options: mass of heaviest vehicle in a convoy, mass on one square, total convoy mass, mass of part of a convoy on the bridge (several squares).
Second: When the axle load of the axle with the heaviest load of a vehicle is specified, how do you get the load for the other axles? While road maintenance scales quadratically or even worse* with axle load, the linear increase with number of axles couldn't be neglected either, when their axle load is similar. It's perhaps the whole point of road maintenance costs that damages accumulate.
*someone posted it a while ago (neroden?) i couldn't find it though.
ps.: thanks for discussing this upfront, i believe you are often a bit reluctant in the fear of projects being blocked by being debated ad nauseam (deutsch zerredet). I hope you consider this more fruitful.