This test method provides a quantitative measure useful in the evaluation of the performance of fiber-reinforced concrete. It allows for comparative analysis among beams containing different fiber types, including materials, dimension and shape, and different fiber contents. Results can be used to optimize the proportions of fiber-reinforced concrete mixtures, to determine compliance with construction specifications, to evaluate fiber-reinforced concrete which has been in service, and as a tool for research and development of fiber-reinforced concrete (See Note 2).

Note 2-Banthia and Dubey³ compared results using this test method with residual strengths at the same net deflections using a test protocol that is similar to that described in Test Method C 1609/C 1609M on 45 beams with a single fiber configuration at proportions of 0.1, 0.3, and 0.5 % by volume. The results by this test method were on average 6.4 % lower than by the procedure of Test Method C 1609/C 1609M.

Test results are intended to reflect either consistency or differences among variables used in proportioning the fiber-reinforced concrete to be tested, including fiber type (material), fiber size and shape, fiber amount, beam preparation (sawed or molded), and beam conditioning.

In molded beams fiber orientation near molded surfaces will be affected by the process of molding. For tests of fiber-reinforced concrete containing relatively rigid or stiff fibers of length greater than 40 mm (1.5 in.), the use of sawed beams cut from samples with an initial width and depth of at least 3 times the length of the fiber is required to minimize effects of fiber orientation. When sawed beams are employed, and to avoid the effects of fiber orientation, care shall be applied to ensure that the flexural tensile surface of the beam is a sawed surface.