aayjaber
Structural
- Feb 16, 2008
- 47
I am building 3 ft high 12" thick wall on rock. I excavated the top 12 inches of highly weathered rock and top soil; now I have a solid place for the footing. Because the wall will be a potential impact wall I want to resist overturn. I am planning to place 12" diameter and 3 ft deep piers @ 10 ft o.c. A chain-link fence post will also be embedded in the piers as well. In between the piers I am planning to drill 3" diameter holes and embed a 7/8 or 1" re-bar also 3 ft deep @ 2 ft o.c. The re-bar will extend vertically to the whole wall height and the horizontal re-bar will tie to it. Is the 3" hole filled with cement grout enough protection for the re-bar from rusting?