Magicming:
This is the std. age old Structural Engineering problem, with a few reverse twists. You first have to determine what the loads are, what the load combinations are, what the load paths are, etc. Then, it shouldn’t fall down under any loads it will see. The bridge owner should be able to provide plans, specs., design calcs., etc. for the bridge in question, which allows you to study the supporting structure at various stages of undress, with some confidence. This part of the problem becomes much more complex (difficult) if you have to go out and measure all this stuff, guess at hidden details and rebar, and make material properties assumptions too. Your total loads may not be greater than the max. total bridge loads during its operation (or they could be), but they certainly will be concentrated and distributed in ways not contemplated in the normal bridge design and operation, and you have to account for this. You have to know the dimensions, weights, imposed loads for the equipment the contractor will be using, and the various ways he will be using them, as this relates to loads on the tracks. Given the track width and length and c.c. spacing, how does this relate to the girder spacings? Can he reach both sides from a centered position, or does he have to move back and forth across the bridge deck to reach the bridge edges and railings. The track loads are not point loads in this situation, they are 2’ wide and 16’ long, or some such, and quite sizable over that area.
When you start in the middle of the bridge, maybe you only want one excavator working from third pt. of that girder span to the other third point, so two excavators aren’t loading the same girder from the moment standpoint. What is the worst location for the excavator track on the girders for max. moment and girder shear, and are they o.k.? Is stability of the girders, with some deck or no deck, a problem? What excavator location cause max. loads, moments, and shears in the cross-bridge framing members? What is the worst location on the conc. deck span, btwn. girders, for the excavator track to fall, and is it a problem under max. track loading? Where are dump trucks located during their loading, for debris removal, and their contribution to all of the questions above? Are there any debris piles on the deck before being removed from the bridge.?
You are writing the general scenario for this deck removal operation. What are the steps required to do this, and what are the potential problems with each step? Make lists of all of these things you can think of, and keep adding to it as you go along. What can the contractor do, and what should you warn him not to do? Are you just removing the conc. deck for replacement; what special precautions are req’d. to minimize harm to remaining bridge members? You do need the help and oversight of an experienced bridge engineer who has seen many of these things which you might not normally think of, during your first look.