Comparison of Real Response and Theoretical Modeling of Pavement with Thick Asphalt Layers under Heavy Traffic Load

Table 6

Asphalt dynamic modulus.

	Real temperature (°C)	Dynamic modulus (MPa)	Poisson’s ratio
SMA-13	39.4	1900	0.25
AC-20	34.5	5500	0.25
AC-25C	25.5	10000	0.25
AC-25F	24.6	10500	0.25