HMA Mix Design Fundamentals – Pavement Interactive
Gradations with excess fines (especially in the 0.60 to 0.30 mm (No. 30 to 50) size range when using natural, rounded sand) can cause a tender mix. A gradation resulting in low VMA or excess asphalt binder content can have the same effect. Gradation specifications are used to ensure acceptable aggregate gradation. Asphalt binder content.