Steel-reinforced concrete (SFRC) is typically prepared by adding the fiber along with the other concrete ingredients in the blending operation. With a fiber content greater than 2% by volume, the SFRC becomes difficult or impossible to mix and lay. To the extent that improvements in the concrete properties attributed to the fibers increase as a function of the increase in fiber content, this situation places a limit on the final development of the property in the SFRC prepared using the premix approach. Recently, a process has been developed in which steel fiber contents of up to 20 volume percent have been provided. Concrete compounds with grout infiltrated fibers (SIFCCN) have outstanding strength, ductility, and breakage / cracking properties.