Measurement of the Promoting Effect of Complex Conditions on the Adhesion Development in Curing Process of Cold Recycling Mixture with Emulsified Asphalt

Table 3

The results and technical requirements for emulsified asphalt.

	Results	Standard
Demulsification rate	Slow breaking	Slow breaking or medium breaking
Particle charging	Cation (+)	Cation (+)
Evaporation residue content (%)	62.8	≥62
The remaining amount on the sieve (1.18 mm), not greater than (%)	0.04	0.1
Viscosity	5	2−30
Mixing test with mineral materials	Uniformly, wrapping area greater than 2/3	Uniformly, wrapping area not less than 2/3
Mixing test with cement, residue on sieve (%)	41.2	—
Storage stability (1 day) (%)	0.6	≤1