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  1. NFV

    FIBERMESH VS. WWM REINFORCEMENT

    I WILL BE POURING A 100' X 225 ' 6" SLAB ON GRADE (4000PSI)AND AM CONSIDERING USING FIBERMESH CONCRETE IN PLACE OF A 6X6 10/10 WWM REINFORCEMENT. DOES ANYONE HAVE ANY SIMILAR EXPERIENCE? WHAT LIMITATIONS WILL I HAVE WITH THE FIBERMESH,IF ANY? ON A SIMILAR NOTE I WILL ALSO BE POURING A 100'...

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