Concrete structures are exposed to complex degradation environments depending on their environmental characteristics. The concrete members of bridges are exposed to water and salt by rivers and oceans, and there is always a possibility of freezing and thawing damage in the upper and lower part of the bridge due to the continuous heat and heavy snow in summer and winter. In this study, a freeze-thaw test method which indirectly evaluates the strength reduction of concrete according to the repeated cycle of freezing and thawing was proposed, and the strength reduction rate was measured by using the concrete specimen. As a result, the concrete strength was reduced by 20% in freeze-thaw test method. In the future, it can be used as a basic data of the study on strength of each cycles.