structured
Structural
- May 25, 2012
- 16
Anybody do structural engineering in Massachusetts?
I have been asked to sign the Final Construction Control document for a project where I know that some Special Inspections were never performed. For those who don't know about this affidavit, see here:
I am already uncomfortable with these type of affidavits. They only show up in some states and put an additional layer of responsibility on the SEOR. But in this project in particular I am not signing the form because I know that the work was not completed in accordance with the Code due to missed inspections. This is obviously a point of contention with an otherwise good client.
The missed inspections were for a few items but the main concern is the handful of helical piles. The contractor did keep their daily installation logs but no Special Inspections were performed despite being clearly noted in the Statement of Special Inspections and required per 1705.9 of 2015 IBC which is the governing Code. No sample load test was performed either despite being required by the CDs.
What would you all do? Are you aware of any solution other than installing new piles? Unfortunately much of the work is already installed and there is no feasible way to do a load test on the in-situ piles. We could have them install a new test pile nearby, but we can't even be sure what helix configuration they installed because nobody was there to document it?
For background, I did some searching and found that this type of affidavit was discussed previously here:
I have been asked to sign the Final Construction Control document for a project where I know that some Special Inspections were never performed. For those who don't know about this affidavit, see here:
I am already uncomfortable with these type of affidavits. They only show up in some states and put an additional layer of responsibility on the SEOR. But in this project in particular I am not signing the form because I know that the work was not completed in accordance with the Code due to missed inspections. This is obviously a point of contention with an otherwise good client.
The missed inspections were for a few items but the main concern is the handful of helical piles. The contractor did keep their daily installation logs but no Special Inspections were performed despite being clearly noted in the Statement of Special Inspections and required per 1705.9 of 2015 IBC which is the governing Code. No sample load test was performed either despite being required by the CDs.
What would you all do? Are you aware of any solution other than installing new piles? Unfortunately much of the work is already installed and there is no feasible way to do a load test on the in-situ piles. We could have them install a new test pile nearby, but we can't even be sure what helix configuration they installed because nobody was there to document it?
For background, I did some searching and found that this type of affidavit was discussed previously here: