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|Description Text||We have a project that did not cast enough concrete cylinders to meet our QA/QC requirements.
I was asked if it is O.K. to take a 6” core sample out of our single slope barrier for strength testing.
My initial thought was this is O.K. provided that:
The sample did not hit the same rebar.
The core hole would be refilled.
If possible, sample from the non-traffic side.
I wanted to check with you to see if there was something I was forgetting.
|Date||March 6, 2013|
I am good with your approach as long as you follow your guidelines.
|Date||March 7, 2013|
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