Steel slag aggregate
Processed slag from steelmaking used in place of part of the natural stone aggregate in bituminous layers. It is compatible with existing pavement testing and specification frameworks.
How AIPL evaluated industrial by-products as road-building materials, and tested processed steel slag in place of natural stone aggregate on a national highway project in Odisha.
Conventional road construction depends on quarried stone and petroleum bitumen, much of it imported. At the same time, steel plants produce millions of tonnes of slag each year that mostly ends up stockpiled. We asked whether one problem could help solve the other.
We reviewed published research and assessed three options that could cut virgin-resource use or emissions on AIPL projects. Each was scored on the same practical criteria, because a technology only matters if it can be built, approved and paid for.
Processed slag from steelmaking used in place of part of the natural stone aggregate in bituminous layers. It is compatible with existing pavement testing and specification frameworks.
Partial replacement of bitumen with raw molasses. A 2023 laboratory study found 25% replacement optimal, with about 21% lower binder cost. It still needs field trials before highway use.
Solar PV and battery storage for site offices, labour camps and lighting. Technically proven; the main constraint is recovering the capital cost within a project's duration.
Steel slag offered the best combination for a near-term pilot. It turns an industrial by-product into a pavement resource and reduces quarrying, and it can be tested and approved within the engineering frameworks our teams already use.
Its main risk, variability between sources and potential expansion from free lime, can be managed through processing, ageing and source-specific testing.
Before any material goes into the road, it has to meet the same mix-design requirements as conventional aggregate. We ran a side-by-side laboratory investigation comparing a steel slag mix against a conventional stone aggregate mix.
Characterised the slag: specific gravity, water absorption, impact value, flakiness and elongation.
Designed both mixes with VG-40 bitumen, compacted at 75 blows per face.
Compared stability, flow and volumetrics against MoRT&H / project requirements.
| Parameter | Steel slag mix | Stone aggregate mix | Requirement | Slag mix |
|---|---|---|---|---|
| Bitumen content (%) | 4.54 | 5.23 | — | — |
| Marshall stability (kg) | 2,130 | 2,370 | Min. 900 | Pass |
| Marshall flow (mm) | 3.50 | 3.42 | 2.0–4.0 | Pass |
| Air voids, VIM (%) | 3.73 | 4.62 | 3–5 | Pass |
| VMA (%) | 13.40 | 17.17 | Min. 12.0 | Pass |
| VFB (%) | 72.19 | 73.05 | 65–75 | Pass |
| Fines / bitumen ratio | 0.98 | 0.85 | 0.6–1.2 | Pass |
Properties depend on the steelmaking process, cooling, ageing and stockpiling. Results apply to the tested source and must be re-checked for any other.
Slag must be processed, graded and tested before use, with attention to free lime, volumetric stability and binder compatibility.
Our stability result differed from some published studies, which is why project-specific testing matters.
Real savings must account for processing, transport, screening, testing and handling, not just lower binder use.
Lay a steel slag section alongside a conventional control section, subject to Engineer/Authority approval.
Track rutting, cracking, ravelling, skid resistance and deflection, especially after the first monsoon.
Record actual material, transport and construction costs and run a project-specific life-cycle assessment.
If field performance holds, develop a standard steel slag framework for future AIPL highway projects.
Full methodology, technology assessments, laboratory data, limitations and references.