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Coring concrete barrier

Question
State
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.
Keywords
  • Permanent Concrete Barriers
Other Keywords none
Date March 6, 2013


Response
Response

I am good with your approach as long as you follow your guidelines.

Date March 7, 2013


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