Durability Index, which is closely related to mechanical properties of rocks, is an important engineering parameter to assess deterioration of the rock against chemical and physical weathering factors. In this study, 14 building stone samples were selected and their petrography, physical properties (including density, specific gravity, porosity, water absorption) and mechanical properties (including uniaxial compressive strength, Brazilian tensile strength, point load strength index, punch strength index, aggregate impact value, and P wave velocity) were investigated. Also, Durability Index Test were performed up to 15 cycles and its correlation in 2, 5, 10, and 15 cycles versus mechanical properties - to perform two-variable regression analysis - was investigated.Results suggested that there is a linear relationship (R=0.55 to 0.91) between durability index (Id15) and mechanical properties. Moreover, by raise of wetting and drying cycle numbers, correlation coefficient between durability index and mechanical properties increased. With respect to results of regression analysis, use of second-cycle conventional Durability Index Test did not present real durability and for more accurate assessment of the rocks durability, it is necessary to perform the test with more cycles.