Initial curing to which concrete is subjected, prior to exposure to chloride environment, plays an important role in determining the chloride penetration rate in it, especially atearly ages of exposure [1]. The durability of concrete depends largely on the extent to which the hydrates produced in cement paste fill the space originally occupied by water[2]. Drying of concrete particularly at the concrete surface, caused by a poor curing regime, leads to a restricted hydration in the surface layers and thus higher porosity andpermeability [3]