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

Table 11

Results of ITS under 20 and 40°C curing temperature (MPa).

Temperature (°C)	Time (days)
	1	3	7	14	28
90% RAP
20	0.31	0.58	0.78	0.95	1.04
	0.31	0.56	0.80	0.89	1.03
	0.33	0.57	0.82	0.88	1.00
40	0.45	0.76	0.95	0.98	1.15
	0.44	0.77	0.92	1.02	1.14
	0.46	0.76	0.96	0.96	1.12
80% RAP
20	0.35	0.65	0.85	1.00	1.11
	0.34	0.66	0.83	0.98	1.09
	0.33	0.68	0.86	0.95	1.13
40	0.49	0.78	0.99	1.05	1.21
	0.50	0.79	0.98	1.06	1.22
	0.51	0.76	1.01	1.05	1.26
70% RAP
20	0.37	0.69	0.91	1.11	1.21
	0.37	0.71	0.90	1.05	1.22
	0.39	0.71	0.92	1.06	1.25
40	0.53	0.88	1.08	1.16	1.31
	0.52	0.86	1.05	1.15	1.28
	0.55	0.89	1.06	1.14	1.33