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Fiber Reinforced slab

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I have a client wishing to put a fiber reinforced slab in a small office
building.  The slab on grade is 4" thick.  Reinforcing will be for
temperature/crack control only.  I have never called this out, we
typicall call out #4 at 24"oc each way w/ f'c=3000psi.  I am not sure
how to spec this on my drawings.  Is there a typical poundage per mix?
I guess the question is which is the best way to spec it on the my


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