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Research & Innovation · Case Study

Building stronger, lower-impact highways with steel slag

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.

Technical feasibility study · Field validation pending
Project NH-53 / NH-149 / NH-55, Odisha
Material Processed steel slag aggregate
Application Bituminous pavement layers
Stage Laboratory validation complete
01 · The Challenge

India is building roads faster than ever, and that takes enormous resources

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.

6.67M
km road network, the second largest in the world
~34 km/day
of national highways built in FY 2023–24 (12,349 km)
~8.8 Mt
of bitumen used in FY 2023–24, about half of it imported
19 Mt / yr
of steel slag generated, projected to reach 60 Mt by 2030
02 · What We Studied

Three sustainable technologies, one common yardstick

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.

Selected for pilot

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.

Emerging

Sugarcane molasses bio-binder

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.

Mature

Solar-powered site infrastructure

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.

Technical feasibility Cost & lifecycle economics Environmental benefit Supply-chain availability Regulatory compliance Constructability Scalability
03 · Why Steel Slag

The strongest balance of performance, practicality and impact

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.

Local availability Steel plants near the project make supply and transport practical.
Fits existing specifications Can be designed and checked with standard Marshall mix-design methods and MoRT&H criteria.
Resource and waste benefit Replaces virgin stone with a material that would otherwise be stockpiled or landfilled.
Manageable risk Quality issues are controllable through testing rather than being fundamental unknowns.
04 · The AIPL Pilot

Testing slag on a live national highway project

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.

1

Characterised the slag: specific gravity, water absorption, impact value, flakiness and elongation.

2

Designed both mixes with VG-40 bitumen, compacted at 75 blows per face.

3

Compared stability, flow and volumetrics against MoRT&H / project requirements.

Project Details
Project Four-laning, Godibandha – Balla Har Chhak – Banarapal – start of Anugul Bypass
Stretches NH-53 Km 314.130–321.035 · NH-149 Km 75.200–84.000 · NH-55 Km 84.000–85.750
Model NH(O), Hybrid Annuity Mode, Odisha
Slag source Fulapada Stone Quarry / TATA Steel & Power source identified for the project
Binder VG-40 bitumen
Control Conventional stone aggregate mix
05 · Key Results

The slag mix met every specification, using less bitumen

≈13% less bitumen needed: 4.54% vs 5.23% for the conventional mix
2,130 kg Marshall stability, more than twice the 900 kg minimum
5 of 5 volumetric and flow criteria within specified limits
0.37–0.61% water absorption of slag, vs 1.50–1.94% for stone
Marshall Test Results
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
An honest reading: the slag mix's stability was about 10% lower than the stone control mix, so this trial shows slag is adequate and specification-compliant, not stronger. The lower binder content is promising but needs confirming through repeated job-mix trials.
06 · What We Learned

Practical lessons for using industrial by-products in roads

01

Every slag source is different

Properties depend on the steelmaking process, cooling, ageing and stockpiling. Results apply to the tested source and must be re-checked for any other.

02

It is a controlled substitution, not a swap

Slag must be processed, graded and tested before use, with attention to free lime, volumetric stability and binder compatibility.

03

Published results don't automatically transfer

Our stability result differed from some published studies, which is why project-specific testing matters.

04

Economics need the full picture

Real savings must account for processing, transport, screening, testing and handling, not just lower binder use.

07 · Next Steps

From the laboratory to the road

Step 01

Field trial section

Lay a steel slag section alongside a conventional control section, subject to Engineer/Authority approval.

Step 02

Performance monitoring

Track rutting, cracking, ravelling, skid resistance and deflection, especially after the first monsoon.

Step 03

Cost & carbon tracking

Record actual material, transport and construction costs and run a project-specific life-cycle assessment.

Step 04

AIPL standard

If field performance holds, develop a standard steel slag framework for future AIPL highway projects.

08 · Research Team

The people behind the study

SG
Sachin Garg
Research lead and report author
09 · Download Full Brief

Read the complete research report

Full methodology, technology assessments, laboratory data, limitations and references.

Download Full Brief

Sources

  1. Ministry of Road Transport and Highways. (2024, January 5). Year end review 2023 [Press release]. Press Information Bureau. pib.gov.in
  2. Press Trust of India. (2024, April 9). Morth builds over 12,000 km of highways in FY24, 2nd highest so far. Business Standard. business-standard.com
  3. Argus Media. (2024, August 13). India's bitumen demand to rise by 14pc in FY2024-25; CW Team. (2024, August 8). Govt approves 35% bio-bitumen mixing. Construction World. argusmedia.com
  4. Ministry of Steel. (2023, July 19). Steel slag road technology fulfilling the Prime Minister's 'Waste to Wealth' mission [Press release]. Press Information Bureau. pib.gov.in
  5. Saboo, N., Sukhija, M., Mehta, D., Haswanth, K., Srivastava, A., & Patil, A. (2023). Use of raw sugarcane molasses as a partial replacement of asphalt binder. Construction and Building Materials, 369, 130541. doi.org
  6. Ministry of Road Transport and Highways. (2013). Specifications for road and bridge works (5th rev.). Indian Roads Congress.
This case study summarises a technical feasibility study. Pilot results are from laboratory Marshall mix-design testing of material from a single source and have not yet been validated through field trials or long-term performance monitoring. Use of alternative materials remains subject to approval by the Engineer/Authority and compliance with applicable MoRT&H and IRC specifications.
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