If I had a nickel every time a contractor wanted to use fibres in lieu of WWM...
In our experience, substitution of WWF with fibres is acceptable depending upon the application and type of fiber. Polypropelene fibres are for plastic shrinkage control only; they do nothing for drying shrinkage and certainly do not contribute to flexural strength. However, for slab-on-grade applications, certain types of fibres from manufacturer's have sufficient tensile strenght and high enough modulus that they can compete with WWM applications for slab-on-grade applications. In my own practice, I have often used steel fibres in lieu of WWM and with improvements in fiber technology also used cetain polymer (note: not polypropelene)fibers.
In specific answer to your question, we spec. a fiber type and a dosage based on weight per cubic yard of concrete based on input from the manufacturer, the subgrade type, and the loading conditions. Do your homework on the recommended fiber type for your application and accept alternates only at your own peril.