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

Table 9

The mixture design results.

Number	RAP content (%)	New aggregate (10−20 mm, %)	RAP (10−30 mm, %)	RAP (5−10 mm, %)	RAP (0−5 mm, %)	Filler (%)	Cement content (%)	Emulsified asphalt content (%)	Water content (%)
1	90	10	41	13	34	2	1.5	3.8	4.5
2	80	20	31	13	34	2	1.5	4.1	4.5
3	70	30	12	22	34	2	1.5	4.3	4.5