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

Table 9

One-way ANOVA on effects of compatibility ratio of PG-64 binder with limestone and granite aggregate.

Source of variation	SS	DF	MS	F	value	Significant
Unaged condition	1.73166	1	1.73166	59.4638	<0.01	Yes
Error	0.17473	6	0.02912
Total	1.90639	7
STA condition	1.63353	1	1.63353	246.021	<0.01	Yes
Error	0.03984	6	0.00664
Total	1.67337	7
LTA condition	2.002	1	2.002	791.226	<0.01	Yes
Error	0.01518	6	0.00253
Total	2.01718	7