Aesthetic and Mechanical Suitability of a Clear Synthetic Resin as a Unconventional Binder for Road Pavements

Table 3

Summary of amplitude sweep test results: initial G^∗ and LVE limit.

Temperature (°C)	35/50 pen		CSR
	Initial G(Pa)	LVE limit (%)	Initial G(Pa)	LVE limit (%)
10	18 556 338	1.82	1 507 503	3.57
20	3 358 052	3.47	200 186	15.96
30	241 327	8.21	82 764	32.82
40	78 802	18.97	26 111	37.61
50	14 439	42.55	10 595	45.73