conrete air content
conrete air content
(OP)
The pier (pedestal) of concrete footing is exposed to weather (in cold area). But the air content from cylinder test shows that there is only 3.5% air content. We want them to have 5-7% air conent.
So What's the best way to deal with this? is 3.5% acceptable?
It's will be very expensive (and will delay the schedule) to demolish the concrete and cast new one.
Any suggestions?
So What's the best way to deal with this? is 3.5% acceptable?
It's will be very expensive (and will delay the schedule) to demolish the concrete and cast new one.
Any suggestions?






RE: conrete air content
RE: conrete air content
Dik
RE: conrete air content