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Re: Concrete Fix - Manure Storage Slab [OT!!]

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The nerve of you, Bill, intruding on this political discussion list with mere engineering.  If you want to discuss *engineering* please find another list!!!   ;)

Ralph

In a message dated 7/27/09 12:14:36 PM, bill(--nospam--at)polhemus.cc writes:
SGE Structural wrote:
Mark,
 
A 4" overlay does not appear sufficient for the given heavy equipment and the environment, and is likely to crack again. A thicker overlay with doweled rebars monolithically poured over the original (leaking) cold joint may effectively prevent leaks even without waterstops.  You may also consider the necessity of the control joints.


Steel-Fiber reinforcement (e.g. "Dramix"), either through the slab or in a thick topping.
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