The main objective of the research was to establish the effect of steel and PVA fiber reinforcement on the plastic shrinkage cracking behavior of concrete, with varying dosage of fibers. To study this, free shrinkage tests and restrained shrinkage tests were conducted under normal temperature and humidity with accelerated wind velocity. Splitting tensile tests were used to determine the tensile capacity of the mixes, and uniaxially restrained shrinkage tests were conducted to determine the cracking potential in relation to fiber type and fiber content.