Comparisons between Asphalt Pavement Responses under Vehicular Loading and FWD Loading

Table 11

The dynamic moduli and phase angles of the AC-13 mixtures.

Parameter	Temperature (°C)	Frequency (Hz)
		25	10	5	1	0.5	0.1
Dynamic modulus (MPa)	−10	25567	24257	23113	20434	19043	15358
	4.4	19677	17839	16416	12942	11562	8319
	21.1	8967	7264	6155	3628	2991	1676
	37.8	3248	2280	1684	798	638	378
Phase angle (°C)	−10	5.95	6.43	6.99	8.71	9.70	12.73
	4.4	10.58	11.75	12.91	16.25	17.81	22.21
	21.1	24.03	26.52	28.24	32.87	33.97	36.77
	37.8	36.64	34.96	40.23	41.84	34.76	32.50