To complement the general concrete, DFRCC(Ductile Fiber Reinforced Cementitious Composites) has recently received attention. An experimental study for bond slip behavior of cast-in-place DFRCC and a pultruded FRP(Fiber Reinforced Polymer) plank was used as the both permanent formwork and the tensile reinforcement for a concrete structural member is described in this paper. This study focuses on investigation of the bond capacity of sand coated interface between FRP and cast-in-place DFRCC experimentally.