Comparisons between Asphalt Pavement Responses under Vehicular Loading and FWD Loading

Table 12

Viscoelastic parameters of the asphalt mixture at different temperatures.

Temperatures (°C)	Instantaneous modulus (MPa)	n	Gi/Ki	, s
15	5639	1	0.3032	0.0001
		2	0.3126	0.0335
		3	0.1993	0.2922
		4	0.1079	2.4615
		5	0.0496	25.4584
25	3737	1	0.4575	0.0001
		2	0.285	0.025
		3	0.1476	0.2038
		4	0.063	1.8502
		5	0.0275	20.2553
35	2565	1	0.6665	0.0001
		2	0.1838	0.0217
		3	0.0818	0.1697
		4	0.0348	1.5165
		5	0.0154	18.1201
45	2090	1	0.818	0.0001
		2	0.0939	0.0151
		3	0.0434	0.1118
		4	0.02	1.0954
		5	0.0089	16.0531