Is there a preferred method for handling a cold joint in a footer?
I'm thinking of making a plywood end cap that has holes for the rebar to pass through and a wood block on the pour side to make a keyway for the next pour.
what john said :wink: footers have NO jnts,,, on the off chance you're placing a foundation where you can't get redimix mud, place the footer in sections w/header as you outlined AND include the keyway,,, wrap keyway & header w/wax'd paper which'll help you release the next day
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