Laboratory Study on Properties of Diatomite and Basalt Fiber Compound Modified Asphalt Mastic

Table 5

Conventional test results of modified asphalt.

Modifiers content (%)	Cone depth (0.1 mm)	Shear stress (kPa)	Softening point (°C)	Viscosity (135°C)
(0, 0)	86.2	13.2	46.7	306.9
(5, 1)	78.1	16.1	46.9	420.4
(5, 2)	70.5	19.7	47.2	413.2
(5, 3)	60.6	26.7	47.7	445.7
(5, 4)	60.4	26.9	47.8	483.2
(7.5, 1)	63.7	24.2	47.0	350.1
(7.5, 2)	61.2	26.2	47.3	386.8
(7.5, 3)	60.1	27.3	48.1	468.3
(7.5, 4)	57.7	29.5	48.5	470.2
(10, 1)	57.8	29.4	47.7	433.5
(10, 2)	57.4	29.8	47.9	455.2
(10, 3)	56.4	30.8	47.9	476.6
(10, 4)	53.8	33.9	48.0	502.7