Testing methods for freeze-thaw scaling of concrete in presence of de-icing salts are developed in the form of normative documents to assess the frost resistance of concrete, aiming to unify the testing standards. These tests consist of exposing cured concrete specimens to several freeze-thaw cycles inside a climatic chamber. The amplitude of each cycle may reach 40 °C with considerable freezing and thawing rates that may reach 10 °C/h, depending on the temporal cycle length (24 h vs. 12 h). When comparing different testing methods, it appears that the imposed experimental conditions are significantly different and may lead to conflicting results on a same concrete mix. Moreover, there is a lack of agreement between the test methods and the real environmental conditions. Yet, the assessment of the representativeness of a testing method for freeze-thaw durability should start with the measurement of the concrete response to its natural environment and comparison to its response under laboratory conditions. Therefore, a