Table 3.

Results of the Marshall design method for the 13 evaluated SMA mixtures

Asphalt: %Fibre: %Stability: kNFlow: mmVTMVMAVFAVCADRCVCAmix
SMA without fibres
5.904.5 (0.4)3.2 (0.3)5.8 (0.2)18.76947.240.5
6.204.9 (0.2)3.3 (0.1)4 (0.4)17.87747.239.9
6.504.5 (0.4)3.7 (0.1)3.1 (0.02)17.58247.239.6
SMA with fibres
5.90.45.1 (0.6)3.6 (0.6)6 (0.5)19.469.347.241.2
 0.54.6 (0.4)5.0 (0.4)6.1 (0.3)19.769.047.241.5
6.20.16.0 (0.3)3.2 (0.2)4.1 (0.2)17.977.047.240.1
 0.25.7 (0.2)3.1 (0.1)4.2 (0.6)18.176.847.240.2
 0.35.6 (0.7)3.4 (0.6)4.3 (0.4)18.476.747.240.4
 0.44.3 (0.5)3.4 (0.5)4.4 (0.2)18.676.647.240.5
 0.54.3 (0.6)3.8 (0.5)4.5 (0.6)18.976.447.240.6
6.50.24.5 (0.1)3.2 (0.4)3.9 (0.7)18.578.847.240.5
 0.35.5 (0.1)3.3 (0.2)3.9 (0.7)18.678.847.240.6
 0.45.7 (0.5)3.4 (0.1)4 (0.4)18.778.647.240.7
Specs.≥6.22–44>1770–90VCAmix < VCADRC

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