Paving Heavy Truck Routes with Gilsonite
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Freight corridors, quarry roads and port access roads carry far more trucks than ordinary roads. Their pavements need extra strength.
Typical failures
- Deep ruts in wheel paths
- Fatigue cracking
- Shoving at junctions
Gilsonite strategy
- Modify binder in surface and binder courses
- Use coarse, interlocking aggregate gradations
- Ensure strong base and good drainage

Expected results
Lower rutting and longer intervals between resurfacing, especially in hot months.
Monitoring
Measure rut depth annually to confirm performance and plan maintenance.
Typical design approach
| Element | Recommendation |
|---|---|
| Binder | Gilsonite-modified in surface and binder course |
| Aggregate | Hard, crushed, cubical |
| Mix type | Coarse dense-graded or SMA |
| Base | Adequate stiffness and drainage |
Monitoring plan
Measure rut depth, cracking and ride quality yearly. Compare sections with and without gilsonite to quantify benefit.
Expected benefits
Lower rut depths in summer and longer intervals between major maintenance.
Recommended product
Data sheet
Asphalt Modifier Grade Gilsonite
| Property | Typical value | Test method |
|---|---|---|
| Appearance | Black powder or granules | Visual |
| Softening point (R&B) | 150 – 200 °C | ASTM D36 |
| Ash content, max | 8 % | ASTM D3174 |
| Moisture, max | 1 % | ASTM D95 |
| Solubility in TCE, min | 95 % | ASTM D2042 |
| Specific gravity @ 25°C | 1.04 – 1.10 | ASTM D70 |
| Particle size | Powder ≤ 200 mesh / granular 1–5 mm | Sieve |
| Typical dosage | 4 – 12 % by weight of binder | |
| Packing | 25 kg bags, meltable bags or 1 MT jumbo bags. | |
Typical values. The final specification is confirmed in the COA of each shipment.


