Abstract
A summary of the procedures for an asphalt-aggregate mixture analysis system (AAMAS) developed under NCHRP Project 9-6(1) is provided. Most of the information is documented and reported in NCHRP Report 338. The implementation process of the AAMAS procedure is reviewed, and some of the problems that can be incurred regarding the field control of asphalt concrete mixtures being designed by the AAMAS process are discussed. (Author/publisher)