jgorrz
Structural
- Jun 20, 2008
- 1
I inspected a 48-foot diameter steel tank and found severe pitting in the critical zone along approximately one-quarter of the tank. The addition of welded plate repairs is in progress. My question concerns what follow-up inspection procedures are required and whether or not a 24-hour hydrostatic test is needed. Original design plans for this tank are not available. The floor consists of overlapped welded steel plates. I could not detect the presence of an annular ring during the internal inspection, but there may be one beneath the floor. Is it likely that an annular ring exists below the floor or are all annular rings installed above the floor.