We hired a consultant to perform the test. They videotaped the probe and reported to us that the joints were tight. They did not mention anything about "lift holes" The pipe is VC, would it have holes in the perimeter?
I am designing a repair for a severely settled sidewalk. In some locations the sidewlak has settled in excess of 4". There is a sanitary sewer that runs undernesth the sidewalk for its full length. We have sent a robot through the line but have not detected any signs of leakage. My approach...
I am teaching myself Structural Steel Design - ASD method. I am using the book by McCormac, I would like to obtain the solutions manual for this book and am willing to pay for a copy.
Any assistance would be greatly appreciated.