Thanks for the input so far. To give a bit more information, this is the current design for a bridge that we are trying to Value Engineer. Not sure if that is a sensitive subject for some.
1. The current design shows hot-dip galvanized sole plate, stainless steel bearing plate, hot-dip galvanized shear plate, and hot-dip galvanized anchor bolts. All welded together. Doesn't that seem strange that they are welding these different types of steel together? Why? Why not use all stainless steel? Due to galvanic corrosion, I can't imagine those anchor bolts are going to last more than 5 years. There is no deck on this bridge so the bearings are unprotected from the environment. Not to mention field welds are to be protected via zinc rich paint. Bah!
2. Anchor bolts are called out as ASTM A490 hot-dip galvanized!? This is hardware galvanizing 101. If they needed the higher strength, why wouldn't they have just gone with F1554 Grade 105 threaded rods? I checked the shear due to seismic and the current anchor bolts are slightly deficient in shear which means even if they were to use stainless steel they would then be severely deficient.
3. As OSUCivlEng mentioned... what is the point of the polished stainless steel sheet if the whole assembly is sitting on a laminated elastomeric bearing pad?
4. Why are they welding the plate washer to the bearing plate at the expansion bearing?
5. I very much dislike using slotted holes as justification for allowing expansion. I'll use it on smaller ancillary items, and I recently did on a small 50ft aluminum dock, but no way would I use that detail on a bridge.
6. Don't even get me started on the eccentric bearing location with the centerline of the drilled shaft cap.
In short, due to the corrosive environment, galvanic action, and poor detailing, I believe this bearing assembly is going to have a very short service life which is going to be very difficult to replace in the future. Jacking the bridge 6 - 10", disconnecting a 42" dia. waterline, busting out all the concrete and coupling on new anchor bolts. Not even sure how they would replace the sole plate. This is going to be an expensive maintenance item for the owner and they are none the wiser.
Am I being irrational here?