Strengthening of concrete is essential to develop its engineering & mechanical attributes; an experimental operation founded on trials to determine the properties of concrete reinforced with coconut fiber had been performed. The study involves the comparative statement; of properties of FRC (fiber reinforced concrete) and conventional concrete founded on experimental setup in the research laboratory such as compression, tension or flexural, split tensile, cracking and spelling with or without the addition of fibers. The percentages of fiber are maintained (0.25% and 0.50%) by dry mass of concrete having a fixed water-cement ratio 0.42. The coconut fibers of equivalent indistinct length and diameter were employed restricting aspect ratio ranging from 30 to 150. However, more effort required studying the accurate efficiency of FRC and this original work will help as a reference for infinite research in same direction