Mechanical Behavior of Asphalt Mastics Produced Using Waste Stone Sawdust

Table 3

Testing matrix.

Test variable	Number	Values
Volume ratio	5	0.00, 0.05, 0.10, 0.20, and 0.30
Asphalt binder	1	60/70-penetration grade
Filler type	2	Limestone and stone sawdust
Loading frequency	9	0.1, 0.178, 0.31, 0.56, 1.0, 1.78, 3.1, 5.6, and 10 Hz
Temperature	7	10, 20, 30, 40, 50, 60, and 70°C
Replicates	2	Two replicates
Total number of tests	5 × 1 × 2 × 9 × 7 × 2 = 1260 tests