Performance assessment of full depth asphalt pavements manufactured with high recycled asphalt pavement content
DOI:
https://doi.org/10.14513/actatechjaur.00688Keywords:
performance, pavement design, recycled asphalt pavementAbstract
Reclaimed asphalt pavement (RAP) is generated during road rehabilitation and resurfacing projects. This highly valuable recycled material should be used for manufacturing fresh hot mix asphalt (HMA) for new asphalt pavement layers to ensure the highest added value and minimise environmental impact. The use of RAP is already common practice worldwide; however, incorporating RAP into the manufacturing of HMA is still very minimal in Hungary. As part of a research work HMA containing 20-50% RAP was designed, manufactured and tested. This paper discusses the performance tests carried out on laboratory and plant mixed asphalt mixes; using this data the overall full depth asphalt (FDA) pavement performance was predicted through general mechanistic pavement design. The outcomes of this paper showed that high RAP content asphalt mixes can have superior performance; this disproves the common perception that high RAP mixes are substandard road construction materials. The analysis performed in this paper found that asphalt mixes with high RAP content present low risk for in-situ performance. However, in order to achieve this outcome, the application of correct mix design methodology, appropriate RAP management and suitable asphalt plant capability for mass production are paramount.
Downloads
References
U. Zander, Forschungsausrichtung in Balance von Ökologie und Ökonomie, March 2022, Betonstraßentagung 2021, Bochum, Germany (in German).
Asphalt in Figures, Asphalt in Figures – Provisional Figures 2021, European Asphalt Pavement Association, Brussels – Belgium.
National Asphalt Pavement Association, Asphalt Pavement Industry Survey on Recycled Materials and Warm-Mix Asphalt Usage: 2021, Information Series 138, December 2022, United States.
National Asphalt Pavement Association, High RAP Asphalt Pavements: Japan Practice – Lessons Learned, Information Series 139, December 2015, United States.
L. Petho, Cs. Toth, The development of pavement rehabilitation design guidelines for increasing the allowable axle load from 100 kN to 115 kN, Proceedings of the 12th International Conference on Asphalt Pavements, pp.1577-1586, June 1-5, 2014, Raleigh, North Carolina, USA (ISBN: 978-1-138-02693-3).
L. Petho, Cs. Toth, 2012 Long-term pavement performance evaluation, 7th RILEM international conference on cracking in pavements, 20-22 June 2012, Delft, The Netherlands, Springer, pp. 267-277. https://doi.org/10.1007/978-94-007-4566-7_26
Austroads 2003, Remaining Life of Road Infrastructure Assets: An Overview, by P Robinson, B Clayton, A Alderson, K Sharp, AP-R235/03, Austroads, Sydney, NSW.
A.I.M. Claessen, J.M. Edwards et al., Asphalt Pavement Design – The Shell Method, International Conference on the Structural Design of Asphalt Pavements, Ann Arbor, 1977.
Austroads 2009, Guide to pavement technology: part 5: pavement evaluation and treatment design, by GW Jameson & M Shackleton, AGPT05/09, Austroads, Sydney, NSW.
Hungarian Road Society 2005, Design of road pavement structures and overlay design with asphalt surfacings, ÚT 2-1.202:2005, e-UT 06.03.13, Hungarian Road Society, Budapest, Hungary, (in Hungarian).
N. Odemark, 1949, Investigations as to the elastic properties of soils and design of pavements according to the theory of elasticity, meddlane 77, Statens Vaginstitut; Stockholm, Sweden.
E. Nemesdy, 1986, ‘Calculation of the deflection and strains in multi-layers pavement structures’, Review of Transportation Sciences, May 1986, pp. 193-201 (in Hungarian.
T. Boromisza, 1976, ‘Bearing capacity of asphalt pavements based on deflection measurements’, Revue of Roads and Civil Engineering, pp. 521–28 (in Hungarian).
P. Primusz, Cs. Toth, The benefits of designing fit-for purpose pavement structures, Aszfalt, XXVII, 2020/1 (in Hungarian).
P. Primusz, Cs. Toth, Simplified mechanistic design for asphalt pavements, Scientific Review of Transport, October 2018, (in Hungarian) https://doi.org/10.24228/KTSZ.2018.5.2
E. Denneman, J. Lee, M. Dias, L. Petho, 2016, Improved design procedures for asphalt pavements, AP-R511-16, Austroads, Sydney, NSW (ISBN 978-1-925451-02-3).
Sz. Szalai, B. Eller et. al, Investigation of deformations of ballasted railway track during collapse using the Digital Image Correlation Method (DICM), Reports in Mechanical Engineering 3: 1 pp. 258-282. , 25 p. (2022) https://doi.org/10.31181/rme20016032022s
Q. Li, D. X. Xiao, K. C. Wang, K. D. Hall and Y. Qiu, “Mechanistic-empirical pavement design guide (MEPDG): a bird’s-eye view,” Journal of Modern Transportation, vol. 19, no. 2, pp. 114-133, 2011.
S. Cho, Cs. Toth, L. Petho, Predicting asphalt pavement temperatures as an input for a mechanistic pavement design in Central-European climate, Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 1, CRC Press, 2021, London, UK.
Cs. Toth, L. Petho, Calculating the equivalent temperature for mechanistic pavement design according to the French method for Hungarian climatic conditions, Acta Technica Jaurinensis, Vol. 14, No. 3, pp.244-258, 2021. https://doi.org/10.14513/actatechjaur.00602
L. Petho, 2008, ‘Influence of temperature distribution on the design of pavement structures’, Periodica Polytechnica. Civil Engineering, vol. 52, no.1, pp. 45-53. https://doi.org/10.3311/pp.ci.2008-1.07
Austroads 2010, Guide to pavement technology: part 2: pavement structural design, by GW Jameson, AGPT02/10, Austroads, Sydney, NSW.
EN 12697-24, Bituminous mixtures. Test methods for hot mix asphalt. Part 24: Resistance to fatigue.
L. Gaspar, Zs. Bencze, Literature review on the selection of optimal wearing course types for heavy duty pavements, Utugyi Lapok, 4/8/2016, ISSN: 2064-0919 (in Hungarian).
L. Petho, E. Denneman, 2016, Maximising the use of reclaimed asphalt pavement in asphalt mix design: field validation, AP-R517-16, Austroads, Sydney, NSW (ISBN 978-1-925451-09-2).
EN12697-26:2018, Bituminous mixtures - Test methods - Part 26: Stiffness.
Sz. Rosta, L. Gaspar, ˝Útépítési bitumen és visszanyert bitumen ele-gyének dinamikai viszkozitás számítása és előrebecslési lehetősége˝ (Dynamic viscosity calculation and prediction possibilities for the blend of pavement grade bitumen and bitumen from recycled asphalt), Közlekedéstudományi Szemle, 73(1), pp. 21-38. (in Hungarian) https://doi.org/10.24228/KTSZ.2023.1.2
Sz. Rosta, L. Gaspar, (2023), Dynamic viscosity prediction of blends of paving grade bitumen with reclaimed bitumen, Periodica Polytechnica Transportation Engineering 2023 (in press).
B. Sengoz, A. Topal, J. Oner, M. Yilmaz, P. Aghazadeh Dokandari, B. Kok, B. V. “Performance Evaluation of Warm Mix Asphalt Mixtures with Recycled Asphalt Pavement”, Periodica Polytechnica Civil Engineering, 61(1), pp. 117–127, 2017. https://doi.org/10.3311/PPci.8498
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Acta Technica Jaurinensis
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.