Would it be possible to get approval to use existing footings from an old deck that's about to be removed and replaced with a new one? A cursory view of the footings show that they are structurally sound, with no visual spalling. The depth of the footings are my primary concern since that's one of the main inspection areas.
The new deck is different in dimensions (smaller), but will be able to take advantage of the current configuration of some of the footings from the prior deck. .
Is there a minimally obtrusive way to measure depth of an existing footing that can prove the footing reaches the frost line? If I dig out too much around the existing footing, it then in turn becomes unstable, and I think would defeat the purpose of reusability.
Thanks.
The new deck is different in dimensions (smaller), but will be able to take advantage of the current configuration of some of the footings from the prior deck. .
Is there a minimally obtrusive way to measure depth of an existing footing that can prove the footing reaches the frost line? If I dig out too much around the existing footing, it then in turn becomes unstable, and I think would defeat the purpose of reusability.
Thanks.