Benk713
Structural
- Sep 18, 2012
- 5
I'm working on a project with a very large reinforced concrete footing. The minimum clear cover on top of the foundation was specified to be 2 inches, but in some areas of the foundation the contractor placed the concrete unevenly and only achieved as little as 1 inch of clear cover. The footing is sloped in some portions and roughly 360 cubic yards in concrete volume. The foundation will experience tension in both the top and bottom faces at different times in it's life. As I said, only a portion of the foundation has deficient clear cover. What is the best way to fix/repair the deficient clear cover?