Research Article
Performance of Rejuvenated Asphalt and Mixtures with Waste Engine Oil Bottom and Liquid Styrene-Butadiene Rubber
Table 8
Rejuvenated asphalt mixture −10°C bending test results.
| | Rejuvenator type | Maximum load PB (N) | Span center disturbance d (mm) | Maximum bending tensile strain εB (με) | Bending and tensile strength RB (MPa) | Bending stiffness modulus SB (MPa) |
| | A-mix | 605 | 0.38 | 1983 | 4.90 | 2471 | | B-mix | 637 | 0.40 | 2132 | 5.07 | 2383 | | C-mix | 713 | 0.46 | 2445 | 5.71 | 2341 |
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