Anybody know the maximum axle load permissable for a given weight of rail? I know ballast, bridges, sleepers, etc. can lower this, but what is the theoretical/practical maximum for a give weight or standard rail?
Just a quick comment, some lines will have heavier rail based not on capacity but on traffic volume, also remember that some sections of a line will have different rail size, based on the available materials. By the way, yes, you can tell the difference from the cab, usually because of wear on the lighter trackage.