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Received 07.08.2025

Revised 13.11.2025

Accepted 15.12.2025

Retrieved from Iss. 118, P. 2, 2025

Pages 93 -103

  • 161 Views

Suggested citation

Parfonov, S. (2025). ECOLOGIZATION OF ASPHALT CONCRETE: ENERGY-SAVING ADDITIVES, LOWER TEMPERATURES, AND CO₂ MINIMIZATION . Automobile Roads and Road Construction, (118.2), 93-103. https://doi.org/10.33744/0365-8171-2025-118.2-093-103

ECOLOGIZATION OF ASPHALT CONCRETE: ENERGY-SAVING ADDITIVES, LOWER TEMPERATURES, AND CO₂ MINIMIZATION

Serhii Parfonov

Abstract

The paper examines pathways to greening the production and paving technologies of asphalt concrete through the use of energy-saving additives that enable lower operating temperatures, with the aim of reducing energy consumption and CO₂ emissions. An analysis is provided of contemporary approaches to so-called warm mix asphalts (WMA), which deliver the required pavement performance at mixing temperatures 30–40 °C lower than conventional hot mixes. As part of the study, a practical case is presented for placing WMA on Verbova Street, where a dedicated temperature-reducing additive was employed. The outcomes of implementation are evaluated, including compaction process indicators, the pavement’s physico mechanical properties, fuel savings, and reductions in greenhouse-gas emissions. It is shown that energy saving technologies in asphalt concrete can substantially decrease energy demand and environmental impact without degrading pavement quality. Conclusions are drawn regarding the economic and environmental efficiency of the technology, and prospects are outlined for its wider deployment in road construction. 

Keywords:

warm mix asphalt, energy-saving additive, reduced temperature, CO₂ emissions, energy savings, environmental efficiency, road construction.

References

  1. DSTU-N B V.2.7-315:2016. Guideline on the production and use of asphalt concrete mixtures at reduced technological temperatures using energy-saving additives. Kyiv: Minregion of Ukraine, 2016. 24 p.

  2. DSTU B V.2.7-119:2011. Asphalt concrete mixtures and asphalt concrete for roads and airfields. Technical specifications. Kyiv: Minregionbud of Ukraine, 2012. 56 p.

  3. DBN V.2.3-4:2015. Public Roads. Part I: Design. Part II: Construction. Kyiv: Minregion of Ukraine, 2015. 224 p.

  4. Savenko, V.Ya., Mudrychenko, A.Ya., Illiash, S.I., Honcharenko, V.V. (2024). Optimization of mixing temperature, additive content and properties of warm asphalt concrete mixtures. Roads and Bridges, Issue 29, 93–104.

  5. Savenko, V.Ya., Mudrychenko, A.Ya. (2017). Improvement of the technology for constructing asphalt concrete layers using warm mixes. Automobile Roads and Road Construction, No. 99, 90–97.

  6. Croteau, J.-M., Tessier, B. (2008). Warm Mix Asphalt Paving Technologies: A Road Builder’s Perspective. Proc. Transportation Association of Canada Conference, Toronto. 12 p.

  7. D’Angelo, J. et al. (2008). Warm-Mix Asphalt: European Practice. FHWA International Technology Scanning Program. URL: https://international.fhwa.dot.gov/pubs/pl08007/pl08007.pdf

  8. Kristjansdottir, O., Muench, S.T., Michael, L., Burke, G. (2006). Warm Mix Asphalt for Cold Weather Paving. Washington State DOT, Report 650.1.

  9. EAPA. (2024). Recommendations for Road Authorities to Optimise Paving Sustainability, Health, Safety and Quality through the Use of Warm Mix Asphalt. Brussels.

  10. Asphalt Industry Alliance. (2019). Warm Mix Asphalt: reducing carbon, improving health & safety. London.

  11. NAPA. (2024). Emissions & Fuel Savings Using WMA at Reduced Asphalt Mixture Production Temperatures. URL: https://napanow.org/2024/06/28/emissions-fuel-savings-using-wma-at-reduced-asphalt-mixture-production-temperatures/

  12. FHWA. (2022–2023). Long-Term Pavement Performance (LTPP) — Warm-Mix Asphalt Study: Research Plan / Activities.

  13. ISO 14040:2006. Environmental management — Life cycle assessment — Principles and framework. Geneva: ISO, 2006. URL: https://www.iso.org/standard/37456.html

  14. EN 13108-1:2016. Bituminous mixtures — Material specifications — Asphalt Concrete. CEN, 2016. URL: https://dorndi.org.ua/wp-content/uploads/2017/01/%D0%9F%D0%A0-%D0%94%D0%A1%D0%A2%D0%A3-EN-13108-1.pdf

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https://doi.org/10.33744/0365-8171-2025-118.2-093-103

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