STONE MASTIC ASPHALT RESEARCH PRESENTATION ROAD SYSTEM AND ENGINEERING
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STONE MASTIC ASPHALT
RESEARCH PRESENTATION
ROAD SYSTEM AND ENGINEERING
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PROBLEMS
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SMA PERMEABILITY
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Permeabilty of laboratory mixes
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% Voids
Perm
eabi
lity
um/S
Log. (DG14C320)
Log. (SM10 A5S)
Log. (SM14 A5S)
Log. (SM12 AB4)
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Workability• Grading/nominal size• Binder content• Temperature• Binder type/characteristics• Mastic (filler/binder) characteristics
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Filler CharacteristicsFiller Voids
(%)APD (t/m3)
%< 75 microns
Surf Area (m2/kg)
Flyash 54 2.19 97 165
Baghouse 41 2.72 89 545
Hyd Lime 52 2.23 75 1050
UFD 52 2.90 99 865
Ag Lime 39 2.69 75 215
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Typical Range of SM14 Mixes
% passing 0.075 mm
% bitumen F/B ratio by mass
8 5.8 1.38
8 6.0 1.33
8 6.2 1.29
10 5.8 1.72
10 6.0 1.67
10 6.2 1.61
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Flyash
Hydrated Lime
UFD
Baghouse
1:1 1.25:1 1.5:1 1.75:1Filler to Binder Ratio (by mass)
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Viscosity v F/B Ratio by Mass - 165oC
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F/B Ratio by Mass
Visc
osity
(Pa.
s)
Flyash (Swanbank)
Hydrated Lime (DML)Ultrafine Dust (Petrie)Baghouse Fines (BCW)
Shell p190 Compaction upperShell p190 Compaction lower
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SMA PERMEABILITY
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SMA PERMEABILITY