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

Table 5

Results of MSR of conditioned and unconditioned specimens.

Type of additive	MS (kN)		MSR
	(kN)	(kN)
4% C	31.56	29.95	1.06
3% BE	6.15	7.52	0.81
4% C-3% BE	41.43	38.2	1.09