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    (9,10) This is due to the rough, vesicular surface texture, high angularity, and hardness (Moh’s hardness of 5 to 6) of ACBFS. ACBFS aggregates have high polished stone values (PSV) tested according to AASHTO T279() and impart good frictional resistance to hot mix asphalt and surface treatments. (See references 6,7,8, and 12 .)

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    In Georgia, granulated slag is reportedly added to hot mix asphalt mixes in conjunction with limestone aggregate to increase stability and reduce Marshall flow. (17) Wear Resistance: The superior hardness and abrasion resistance of copper slag aggregates compared with most conventional aggregates contribute to good wear resistance. (8,15)

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