Guidance on interruption of a continuous pour?
Guidance on interruption of a continuous pour?
(OP)
Our contractor was performing a continuous pour for a wind turbine foundation. They interrupted the pour for 45min before continuing. Is this acceptable or does any ACI (or other provider) offer guidance on determining if this interruption is acceptable? Maybe these is some form of testing that can be performed to insure the joint is acceptable.






RE: Guidance on interruption of a continuous pour?
Professional and Structural Engineer (ME, NH, MA)
American Concrete Industries
www.americanconcrete.com
RE: Guidance on interruption of a continuous pour?
RE: Guidance on interruption of a continuous pour?
RE: Guidance on interruption of a continuous pour?