I hope that everyone realizes that bridge design considers several elements, one of which is impact, which is based on the speed of the approach.
The real bad news is.....faster is worse, not better, for the loading on the bridge members.
On the plus side, in most cases, it's not he initial overload condition that results in a collapse, as it merely stresses the structure and prepares it for failure....... it's the next, perhaps smaller load (think school bus) that ends up at the bottom of the creek.
Actually..... not much of a plus after all....