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Re: Leaving Formwork in Place

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        I have always considered the 3" cover requirement for concrete cast against earth as a means of protecting against reinforcing corrosion initiated before curing and that formwork such as you are proposing (or, for that matter a layer of poly) would make this the same as concrete exposed to earth after curing (such as the side of grade beams and foundation walls).
H. Daryl Richardson
----- Original Message -----
Sent: Monday, January 15, 2007 3:19 PM
Subject: Leaving Formwork in Place

I have a situation that is structurally equivalent to a small grade beam system with a structural slab on top of the grade beams. 
Per ACI 318-05 section 7.7, the minimum cover for concrete cast against and permanently exposed to earth is 3".  Therefore, if the slab is cast directly on the ground, the beams & slab would have to have a minimum of 3" bottom cover and beams would have to have 3" side cover..
But what if a plywood form system is used for the beams and slabs and the formwork is simply left in place to deteriorate over time?  Can't the concrete then be considered just exposed to weather and for #5 bars (and smaller) the cover need only be 1.5" bottom & sides.  Is there any problem letting the wood formwork deteriorate? 
David Finley
M. David Finley, P.E., P.A.
2086 SW Main Boulevard - Suite 111
Lake City, FL  32025