1. J. Stiady, A. Hand, T. White, Quantifying contributions of aggregate characteristics using PURWheel laboratory tracking device, in: Aggregate contribution to hot-mix asphalt performance – ASTM STP 1412, (2002) 1–15, doi: 10.1520/STP10796S.
2. Zero-shear viscosity of bituminous binder and its relation to bituminous mixture’s rutting resistance;Sybilski;Transp. Res. Rec.: J. Transp. Res. Board,1996
3. W.R. Vavrik, G. Huber, W. Pine, Bailey method for gradation selection in HMA mixture design, Transportation Research Board: Transportation Research Circular Number E-C044, Washington, D. C. (2002).
4. Identification and Assessment of the Dominant Aggregate Size Range (DASR) of Asphalt Mixture;Kim,2006
5. A.D. Stakston, H. Bahia, The effect of fine aggregate angularity, asphalt content and performance graded asphalts on hot mix asphalt performance, WisDOT Highway Research Study 0092-45-98 (2003).