SteelPE
Structural
- Mar 9, 2006
- 2,759
I have a project that I am currently working on with a client that requires the client to install a few pipes through an existing slab. At this point, I am not overly concerned with the penetrations as they are somewhat small (mostly 2” dia holes with a few 3” dia and on 4” dia hole). These holes will be scattered throughout the slab in various areas.
The GC has some flexibility as to where these holes can go and we both agree that it will not be wise to core through any existing reinforcing. I am looking for recommendations as to what type of NDT should be done to determine the existing slab reinforcing. As of right now, I am focusing on GPR. Will GPR be enough to provide location and depth of reinforcing in an existing slab or are there other tests that will need to be performed in order to answer these questions?
The GC has some flexibility as to where these holes can go and we both agree that it will not be wise to core through any existing reinforcing. I am looking for recommendations as to what type of NDT should be done to determine the existing slab reinforcing. As of right now, I am focusing on GPR. Will GPR be enough to provide location and depth of reinforcing in an existing slab or are there other tests that will need to be performed in order to answer these questions?