Examines the effect of low mixing and compaction temperature on engineering properties of asphalt pavement; low density resulting from insufficient rolling equipment and improper construction procedures; asphalt concrete density measurements; procedures for estimating the service life of pavement when materials do not conform to specifications; and the value of creep tests in determining an asphalt mixture’s ability to resist traffic densification.
STP829-C01
STP829-C02
STP829-C03
STP829-C04
STP829-C05
STP829-C06
STP829-C07
STP829-F01
STP829-F02
STP829-R01
STP829-R02
STP829-R03
STP829-SN
STP 829
STP829
STP829
STP829
STP 829