BigH, Thanks for the response. We are trying to find a way to make up time as the project is behind schedule. We would like to meet with the owner to put a proposal for reducing this time constraint and need to put forward a convincing case.
Can anyone give me guidance or point me in the right direction on the minimum number of days between pours at contraction joints in a 12" RC base slab. The joints have a water-bar as it is in a tank. If the forms are pulled the day after pouring, to reduce shrinkage cracking the specification...
