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Objective Comparison of the Economic and Environmental Costs of Different Rehabilitation Designs for Flexible Local Road Pavements
Conference paper   Open access   Peer reviewed

Objective Comparison of the Economic and Environmental Costs of Different Rehabilitation Designs for Flexible Local Road Pavements

Greg White and Scott Young
Transport Transitions: Advancing Sustainable and Inclusive Mobility Proceedings of the 10th TRA Conference, 2024, Dublin, Ireland, Volume 5: Smart Resilient Infrastructure, Vol.1004, pp.10-16
Lecture Notes in Mobility, Springer Nature
2026
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978-3-032-04774-8_21.09 MBDownloadView
Published VersionCC BY V4.0 Open Access

Abstract

Financial Environmental Flexible Local road Cost Pavement
Low traffic local roads are often comprised of a marginal gravel base course with a thin bituminous surfacing. These pavements commonly require rehabilitation at the end of their life. The economic (financial) and environmental (embodied carbon) cost of three typical pavement rehabilitation designs were estimated and objectively compared. The rehabilitation treatments included full depth granular reconstruction with new material, an insitu cementitious stabilisation of the existing pavement to form a lightly bound gravel base, and an insitu foamed bitumen stabilised existing gravel base, each with a sprayed seal surface. The full depth reconstruction with new granular materials had the highest economic and environmental costs, by a significant margin. It is recommended that stabilisation be the preferred rehabilitation option for local roads, and that pavement reconstruction using new materials only be considered when stabilisation of the existing pavement is determined to be unviable.

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