If I was going to this inspection or one of my guys was doing this inspection I would be concerned with not being able to see if footings were installed under all of the new columns. I would remark about not being able to verify those.
I also have seen many issues with adjustable lalley columns. My issues with the heads. I find the steel plate to be two narrow for what they are designed to support, the beam, and there eventually becomes crushing. I would also be concerned with the various baring points. Are the repairs being properly supported or are there areas which look to be inferior.
Again, without being there I cannot be certain.