Freeze-Thaw Performance and Moisture-Induced Damage Resistance of Base Course Stabilized with Slow Setting Bitumen Emulsion-Portland Cement Additives

Table 6

Results of TSR of conditioned and unconditioned specimens.

Type of additive	Degree of; saturation (%)	ITS (MPa)		TSR
		(MPa)	(MPa)
4% C	0.70	0.58	0.52	1.12
3% BE	0.73	0.13	0.16	0.82
4% C-3% BE	0.75	0.79	0.68	1.16