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 (%)