By indirect tensile strength(ITS) test and unconfined compressive strength(UCS) test, the influence of various material related parameters, including asphalt foamability, aggregate temperature, mixing moisture content(MMC) and foamed asphalt(FA) content, on the mechanical properties of FA mixes was studied. The results indicated that both asphalt foamability and aggregate temperature greatly affected ITS of FA mixes. Too low aggregate temperature was unfavorable for mechanical properties of FA mixes. Foamed index alone was unfit for the evaluation of asphalt foamability. Compared with half-life, expansion ratio had more prominent influence on ITS of FA mixes. MMC had significant impact on the mechanical properties of FA mixes and should be optimized by trial and test in FA mix design. The mechanical properties of FA mix were sensitive to the change of FA content. Compared with the ITS determined with standard Marshall specimens, both the ITS and UCS determined with static compressed specimens by 15 cm diameter were more effective in terms of choosing the optimal asphalt content for FA mixes. By indirect tensile strength (ITS) test and unconfined compressive strength (UCS) test, the influence of various material related parameters, including asphalt foamability, aggregate temperature, mixing moisture content (MMC) and foamed asphalt (FA) content, on the mechanical properties of FA mixes was studied. The results indicated that both both asphalt foamability and aggregate temperature greatly affected ITS of FA mixes. Too low aggregate temperature was unfavorable for mechanical properties of FA mixes. half-life, expansion ratio had more prominent influence on ITS of FA mixes. MMC had significant impact on the mechanical properties of FA mixes and should be optimized by trial and test in FA mix design. The mechanical properties of FA mix were sensitive to the Changes of FA content. Compared with the ITS determined with standard Marshall specimens, both the ITS and UCS determined with static compressed sp ecimens by 15 cm diameter were more effective in terms of choosing the optimal asphalt content for FA mixes.