Currently there is little known about the long-term freeze thaw durability of ACMs. There are no established limits for air content or other durability parameters for most ACMs. For ACMs to be used in structural and transportation structures such as roads, buildings, and bridges with long design service lives in climates that experience freezing and thawing, limits and specifications for long-term durability must be determined. The work presented investigates the requirements for different ACMs to achieve satisfactory results in both ASTM C666 and ASTM C672. From this testing recommendations are made for minimum requirements to achieve durable concrete using ACMs.