Properties characterizing the hydraulic behavior of three soils were determined from drainage cycle tests using samples wetted with core test fluid by three saturation techniques: saturation under vacuum, saturation from below at atmospheric pressure and saturation from above at atmospheric pressure. Saturated permeability and pore-size distribution index were notably less for samples saturated at atmospheric pressure than for the vacuum-saturated samples. Bubbling pressure and residual saturation, on the other hand, were not affected by saturation technique. The observed dependence of saturated permeability and pore-size distribution index on saturation technique was attributed to the effect of entrapped air. In the modeling of field problems, determining the hydraulic properties of soils wetted at atmospheric pressure is advised.