Investigating the Effect of Calcium Lignosulfonate on the Durability and Performance of Asphalt Mixtures

Table 12

One-way ANOVA: transition point values versus CLS content.

	Source	Df	Adj SS	Adj MS	F-value	P value
First transition point
	CLS content	4	5012.4	1253.1	55.94
	Error	10	224	22.4
	Total	14	5236.4
Second transition point
	CLS content	4	391504	97875.9	352.83
	Error	10	2774	277.4
	Total	14	394278