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Review
. 2024 Mar 11;10(6):e27776.
doi: 10.1016/j.heliyon.2024.e27776. eCollection 2024 Mar 30.

Valorization of recycled wastes in pavement preventive maintenance: A review on reclaimed asphalt pavement and recycled waste tire

Affiliations
Review

Valorization of recycled wastes in pavement preventive maintenance: A review on reclaimed asphalt pavement and recycled waste tire

Xia Chen et al. Heliyon. .

Abstract

Pavement preventive maintenance (PPM) is critical to ensuring traffic efficiency, road user experience, and safety. However, it imposes significant costs in annual road infrastructure budgets because it requires high-quality and natural material resources. This study provides a systematic and comprehensive review on the use of recycled wastes as an alternative for the natural materials used in PPM mixes. Specifically, the use of recycled waste tires (RWT) and reclaimed asphalt pavement (RAP) in chip seals, microsurfacing, slurry seals, and thin asphalt overlays were discussed. The current state-of-practice in terms of material specification and mix design were comprehensively investigated for PPM mixes containing RAP (RAP-PPM) and PPM with RWT (RWT-PPM). Laboratory and field performances of waste-treated PPM mixes were elaborated and compared with conventional PPM treatments to determine the feasibility of the RAP-PPM and RWT-PPM technologies. Furthermore, current research gaps were identified, and prospects for future investigations were discussed. It is envisaged that this study can provide a sufficient theoretical basis for the widespread practical application and beneficial use of this valuable technology, towards promoting sustainability in pavement maintenance practice.

Keywords: Asphalt pavement; Pavement preventive maintenance; Reclaimed asphalt pavement; Recycled waste tires; Recycled wastes.

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Conflict of interest statement

The authors declare the following financial interests/personal relationships which may be considered as potential competing interests:Qinglong You reports financial support was provided by Science and Technology Project of the Jiangxi Provincial Department of Transportation (Project No, 2022H0002).

Figures

Fig. 1
Fig. 1
Pavement deterioration curve.
Fig. 2
Fig. 2
Schematic structure of common CS types.
Fig. 3
Fig. 3
Surface appearance and cross-section of THMAO: (a) Dense-graded (b) Gap-graded, (c) Open-graded.
Fig. 4
Fig. 4
RAP material processing for use in PPM treatments.
Fig. 5
Fig. 5
Surface appearance on NM124 as observed by Tarefdar and Ahmad [53].
Fig. 6
Fig. 6
Determination of OAC from ISSA guidelines(reprinted with permission from Ref. [17]).
Fig. 7
Fig. 7
Modified mix design for RAP microstructures (reprinted with permission from Ref. [17]).
Fig. 8
Fig. 8
Construction of cape seal test section in East Gansu, China [90].
Fig. 9
Fig. 9
Schematic diagram of synchronized ARCS application and stone embedment depth.
Fig. 10
Fig. 10
Schematic representation of emulsion breakup in RACS: (a) the initial stage, (b) water starts to break out and the droplets coalesce (c) binder is fully demulsified, and some water is trapped leading to voids (reprinted with permission from Ref. [76]).
Fig. 11
Fig. 11
Effect of CR dosage on the mix design parameters of MS: (a) Effect on mix time and cohesion; (b) Effect on material addition; (c) Effect on aggregate loss and deformation behavior (data based on [136]).

References

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    1. Federal Transit Administration . 2013. Status of the Nation's Highways, Bridges and Transit: Condition and Performance Report.https://www.transit.dot.gov/research-innovation/status-nations-highways-...
    1. Stroup-Gardiner M. The National Academies Press; Washington, DC: 2011. Recycling and Reclamation of Asphalt Pavements Using In-Place Methods; p. 70. NCHRP Synthesis Report (20-05/Topic 40-13)
    1. Zaumanis M., Mallick R.B., Frank R. 100% recycled hot mix asphalt: a review and analysis. Resour. Conserv. Recycl. 2014;92:230–245.
    1. McDaniel R., Shah A., Huber G., Gallivan V. Investigation of properties of plant-produced RAP mixtures, transportation research record. J. Transport. Res. Board. 2007;1998:103–111.

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