Assuming you have a roadway with 5 million traffic ESALS, and a Nominal Maximum Aggregate Size of 12.5mm, determine the requirements for:
Percent Passing Criteria (Control Points)
Superpave Designation and Maximum Size mixture designations
Requirements for Coarse Aggregate Angularity, Fine Aggregate Angularity, Flat and
Elongated Particles, and Clay Content
Superpave Gyration Compaction Effort (assuming 41?42°C average design high air temperature)
VFA and VMA requirements at Ndesign
F/A Ratio