MotorCity
Structural
- Dec 29, 2003
- 1,787
I was asked to inspect existing anchor rods that are 1.5" diameter, cast in place, located outdoors. They anchored a piece of equipment that had been temporarily removed, but would be re-installed after my inspection.
Overall, they appeared to be in good condition. Almost all of them showed signs of very minor surface corrosion and thread wear but nothing unexpected.
I briefly spoke to the contractor who indicated that he planned to "re-chase the threads". After a quick google search, it seems that this is simply a method of cleaning the threads since no material is actually removed.
Is this correct? Any potential issues with re-chasing threads?
Overall, they appeared to be in good condition. Almost all of them showed signs of very minor surface corrosion and thread wear but nothing unexpected.
I briefly spoke to the contractor who indicated that he planned to "re-chase the threads". After a quick google search, it seems that this is simply a method of cleaning the threads since no material is actually removed.
Is this correct? Any potential issues with re-chasing threads?