Half-Poured Cylindrical Foundation for Strain Pole
Half-Poured Cylindrical Foundation for Strain Pole
(OP)
Hi Everyone
I've got a question from a contractor. They're pouring a cylindrical foundation for a strain pole and only got to pour about half way. They need confirmation that no integrity is lost from finishing the pour after the first half has already set. Full rebar cage is already in place. See attached for detail. Can anyone think of an issue that might arise from this?
I've got a question from a contractor. They're pouring a cylindrical foundation for a strain pole and only got to pour about half way. They need confirmation that no integrity is lost from finishing the pour after the first half has already set. Full rebar cage is already in place. See attached for detail. Can anyone think of an issue that might arise from this?






RE: Half-Poured Cylindrical Foundation for Strain Pole
RE: Half-Poured Cylindrical Foundation for Strain Pole
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Half-Poured Cylindrical Foundation for Strain Pole