[HTML][HTML] Potential of using stone matrix asphalt (SMA) for thin overlays
LA Cooley, ER Brown - 2003 - rosap.ntl.bts.gov
LA Cooley, ER Brown
2003•rosap.ntl.bts.govStone matrix asphalt (SMA) has been used within the US since 1991. To date almost all of
the SMA mixes have had either a 12.5 or 19.0 mm nominal maximum aggregate size
(NMAS). These two NMASs have been predominant because they conform to information
obtained from European experiences with SMA. However, the existence of a
the SMA mixes have had either a 12.5 or 19.0 mm nominal maximum aggregate size
(NMAS). These two NMASs have been predominant because they conform to information
obtained from European experiences with SMA. However, the existence of a
Stone matrix asphalt (SMA) has been used within the U.S. since 1991. To date almost all of the SMA mixes have had either a 12.5 or 19.0 mm nominal maximum aggregate size (NMAS). These two NMASs have been predominant because they conform to information obtained from European experiences with SMA. However, the existence of a
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