Curious how you guys/gals would address these shimmed load bearing footings in a crawlspace with enough ground moisture to demand sump pumps? Looks like the posts and beam they are supporting were an addition to the preexisting floor structure. Likely added at the time of a more recent remodel which added weight in the livable space above.
Not long ago I ran into similar precast footings added to a crawlspace in which the soil clearly became saturated and the footings sank. In turn the structure supporting posts were displaced and signs of settling could be seen throughout the living areas.
Thanks in advance for sharing your thoughts on how to write this one up!