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Fwd: Fiber reinforced concrete slabs

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I have been requested (by the contractor) to specify
fiber reinforced concrete for a project I am designing.
The slab is slab-on-grade. The soil is non/low expansive,
so the only "reinforcing" I need is for a temperature and
shrinkage substitute for 6x6-10x10 EWWM or #3 @ 18 E.W.

Does anyone have a good spec. on this application and/or
any opinions about this substitution?

Bill Allen

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Richard Lewis, P.E.
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