Performance review of surfacing materials with enhanced levels of reclaimed asphalt

Author:

Wright Michael1ORCID,Wayman Matthew2,Zuo Wenxin3ORCID,Markham David4,Haughey Frank5

Affiliation:

1. Practice Manager, Atkins, Cambridge, UK (corresponding author: )

2. Senior Technical Advisor, National Highways, Guildford, UK

3. Senior Pavement Engineer, Atkins, Cambridge, UK

4. Senior Manager – Asphalt Technology, Tarmac, Solihull, UK

5. Technical Manager, Tarmac, Solihull, UK

Abstract

Current UK specifications permit up to 10% of reclaimed asphalt (RA) to be routinely incorporated into surface courses. The incorporation of RA provides significant economic and environmental benefits by effectively using recycled materials. Trials of thin surface course systems incorporating more than 10% RA have been installed on the strategic road network since 2004, and have demonstrated the feasibility of incorporating higher RA contents and the necessary quality controls. The trial sites have now been in service for a significant period, providing an opportunity to understand their performance. Current practice and trials undertaken for >10% RA contents in the UK are summarised in this paper. Detailed analysis of the performance of junctions 6–7 and 7–8 of the M25 clockwise (23% RA, installed in 2007) and junctions 7–6 of the M25 anti-clockwise (40% RA, installed in 2009) is presented. Quantifiable evidence regarding the performance of surface course materials containing RA > 10% is provided. The analysis demonstrates that surface courses containing RA have performed equivalently to control sections containing no RA over a significant period of time. The trials indicate that the inclusion of RA, when subject to the appropriate quality control processes, has had no detrimental impact on skid resistance. The conclusions support the incremental increase of the maximum permitted RA content from 10% to 20% with appropriate quality controls in the future revision of PD 6691:2015.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Reference23 articles.

1. BSI (2015a) PD 6691:2015: Guidance on the use of BS EN 13108, Bituminous mixtures – material specifications (+A1:2016). BSI, London, UK.

2. Carswell I, Nicholls JC, Elliott RC, Harris J and Strickland D (2005) Feasibility of Recycling Thin Surfacing back into Thin Surfacing Systems. Transport Research Laboratory, Crowthorne, UK, TRL Report 645.

3. Carswell I, Nicholls JC, Widyatmoko I, Harris J and Taylor R (2010) Best Practice Guide for Recycling into Surface Course. Transport Research Laboratory, Crowthorne, UK, TRL Road Note 43.

4. Carswell I, Karlsson R, Raaborg J and Kuttha D (2012) Re-road – End of Life Strategies of Asphalt Pavements. D2.6 Main Report on Results of Comparative Site Monitoring. VTI (Swedish National Road and Transport Research Institute), Linköping, Sweden.

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