Evaluating the Surface Free Energy and Moisture Sensitivity of Warm Mix Asphalt Binders Using Dynamic Contact Angle

Table 10

One-way ANOVA on effects of compatibility ratio of PG-76 binder with limestone and granite aggregate.

Source of variation	SS	DF	MS	F	value	Significant
Unaged condition	1.54792	1	1.54792	222.5422	<0.01	Yes
Error	0.041734	6	0.006956
Total	1.589654	7
STA condition	1.103355	1	1.103355	459.1335	<0.01	Yes
Error	0.014419	6	0.002403
Total	1.117774	7
LTA condition	1.415403	1	1.415403	156.8437	<0.01	Yes
Error	0.054146	6	0.009024
Total	1.469549	7