reslife
Mechanical
- Nov 6, 2008
- 16
Hello all,
I am collecting requirements for a customer for a small project, and I am hoping someone here might be able to provide some insight.
Basically, power conduit needs to be installed in the ground at a site at a depth of 2 feet that connects a communication shelter to a building (this isn't a major construction project). I need to specify a requirement for 'proving' the soil after the trench is filled. I've seen ASTM D-1557 thrown around on the forums, but I'm not sure that's what I need (seems overkill for the scope of work).
-How do I determine what requirement the site needs for 'proving' the soil after the conduit is installed and the trench filled?
-Mayhap the customer is underestimating the amount of testing required, but I think he's just looking for something that can be done in the field right after filling to get a pass/fail. Is this an unreasonable expectation?
Thanks for any input!
I am collecting requirements for a customer for a small project, and I am hoping someone here might be able to provide some insight.
Basically, power conduit needs to be installed in the ground at a site at a depth of 2 feet that connects a communication shelter to a building (this isn't a major construction project). I need to specify a requirement for 'proving' the soil after the trench is filled. I've seen ASTM D-1557 thrown around on the forums, but I'm not sure that's what I need (seems overkill for the scope of work).
-How do I determine what requirement the site needs for 'proving' the soil after the conduit is installed and the trench filled?
-Mayhap the customer is underestimating the amount of testing required, but I think he's just looking for something that can be done in the field right after filling to get a pass/fail. Is this an unreasonable expectation?
Thanks for any input!