Electrolytic Manganese Residue-Modified Asphalt Performance Test and Micromechanism Analysis

Table 3

Summary table of the test results of three indicators.

R	Penetration test									Ductility		SP
	Penetration of different temperatures (0.1 mm)					PI				1 cm/m in 5°C	5 cm/m in 15°C
%	10°C	15°C	20°C	25°C	30°C		°C	°C	°C	cm	cm	°C
0	12.3	21.1	32.6	61.2	102.5	−0.92	49.40	−11.80	61.25	100.0	150.0	49.2
3	11.8	21.0	32.5	61.0	101.0	−0.99	49.29	−11.36	60.65	98.0	150.0	52.3
6	11.5	19.8	32.2	57.8	98.8	−1.00	49.54	−11.97	60.51	97.0	150.0	56.2
9	11.6	18.8	31.3	52.8	92.3	−0.77	51.08	−11.67	62.75	90.0	141.6	57.9
12	11.4	19.7	29.9	53.7	91.6	−0.81	50.85	−11.50	62.35	86.0	139.1	57.5
15	11.3	19.7	30.6	53.7	90.2	−0.74	51.23	−11.79	63.03	84.0	97.3	54.5
18	11.2	17.3	31.9	53.6	90.2	−0.90	50.55	−10.89	61.44	74.0	78.2	52.3
21	11.4	18.7	32.2	52.3	89.9	−0.74	51.27	−11.75	63.02	59.0	65.6	50.1