Fracture Performance of a Large-Stone Asphalt Mixture Based on a Monotonic Tensile Overlay Test

Table 5

The specific test conditions.

	Temperature	Asphalt aggregate ratio	Loading rate	Aging
Group 1	25°C	3.38%	1 mm/min, 2 mm/min, and 3 mm/min	Nonaging
Group 2	5°C, 15°C, 25°C, and 30°C	3.38%	3 mm/min	Nonaging
Group 3	25°C	3.38%, 3.6%, and 3.9%	3 mm/min	Nonaging
Group 4	25°C	3.38%	3 mm/min	Short aging and long aging