Cargando…

Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance

Dry-processed rubberized asphalt mixture has recently attracted a lot of attention as an alternative to conventional asphalt mixtures. Dry-processed rubberized asphalt pavement has improved the overall performance characteristics compared to the conventional asphalt road. The objective of this resea...

Descripción completa

Detalles Bibliográficos
Autores principales: Jin, Dongzhao, Ge, Dongdong, Wang, Jiaqing, Malburg, Lance, You, Zhanping
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10004462/
https://www.ncbi.nlm.nih.gov/pubmed/36902990
http://dx.doi.org/10.3390/ma16051874
_version_ 1784904838927089664
author Jin, Dongzhao
Ge, Dongdong
Wang, Jiaqing
Malburg, Lance
You, Zhanping
author_facet Jin, Dongzhao
Ge, Dongdong
Wang, Jiaqing
Malburg, Lance
You, Zhanping
author_sort Jin, Dongzhao
collection PubMed
description Dry-processed rubberized asphalt mixture has recently attracted a lot of attention as an alternative to conventional asphalt mixtures. Dry-processed rubberized asphalt pavement has improved the overall performance characteristics compared to the conventional asphalt road. The objective of this research is to demonstrate the reconstruction of rubberized asphalt pavement and evaluate the pavement performance of dry-processed rubberized asphalt mixture based on laboratory and field tests. The noise mitigation effect of dry-processed rubberized asphalt pavement was evaluated at the field construction sites. A prediction of pavement distresses and long-term performance was also conducted using mechanistic-empirical pavement design. In terms of experimental evaluation, the dynamic modulus was estimated using materials test system (MTS) equipment, the low-temperature crack resistance was characterized by the fracture energy from the indirect tensile strength test (IDT), and the asphalt aging was assessed with the rolling thin-film oven (RTFO) test and the pressure aging vessel (PAV) test. The rheology properties of asphalt were estimated by a dynamic shear rheometer (DSR). Based on the test results: (1) The dry-processed rubberized asphalt mixture presented better resistance to cracking, as the fracture energy was enhanced by 29–50% compared to that of conventional hot mix asphalt (HMA); and (2) the high-temperature anti-rutting performance of the rubberized pavement increased. The dynamic modulus increased up to 19%. The findings of the noise test showed that at different vehicle speeds, the rubberized asphalt pavement greatly reduced the noise level by 2–3 dB. The pavement M-E (mechanistic-empirical) design-predicted distress illustrated that the rubberized asphalt pavement could reduce the IRI, rutting, and bottom-up fatigue-cracking distress based on a comparison of prediction results. To sum up, the dry-processed rubber-modified asphalt pavement has better pavement performance compared to the conventional asphalt pavement.
format Online
Article
Text
id pubmed-10004462
institution National Center for Biotechnology Information
language English
publishDate 2023
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-100044622023-03-11 Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance Jin, Dongzhao Ge, Dongdong Wang, Jiaqing Malburg, Lance You, Zhanping Materials (Basel) Article Dry-processed rubberized asphalt mixture has recently attracted a lot of attention as an alternative to conventional asphalt mixtures. Dry-processed rubberized asphalt pavement has improved the overall performance characteristics compared to the conventional asphalt road. The objective of this research is to demonstrate the reconstruction of rubberized asphalt pavement and evaluate the pavement performance of dry-processed rubberized asphalt mixture based on laboratory and field tests. The noise mitigation effect of dry-processed rubberized asphalt pavement was evaluated at the field construction sites. A prediction of pavement distresses and long-term performance was also conducted using mechanistic-empirical pavement design. In terms of experimental evaluation, the dynamic modulus was estimated using materials test system (MTS) equipment, the low-temperature crack resistance was characterized by the fracture energy from the indirect tensile strength test (IDT), and the asphalt aging was assessed with the rolling thin-film oven (RTFO) test and the pressure aging vessel (PAV) test. The rheology properties of asphalt were estimated by a dynamic shear rheometer (DSR). Based on the test results: (1) The dry-processed rubberized asphalt mixture presented better resistance to cracking, as the fracture energy was enhanced by 29–50% compared to that of conventional hot mix asphalt (HMA); and (2) the high-temperature anti-rutting performance of the rubberized pavement increased. The dynamic modulus increased up to 19%. The findings of the noise test showed that at different vehicle speeds, the rubberized asphalt pavement greatly reduced the noise level by 2–3 dB. The pavement M-E (mechanistic-empirical) design-predicted distress illustrated that the rubberized asphalt pavement could reduce the IRI, rutting, and bottom-up fatigue-cracking distress based on a comparison of prediction results. To sum up, the dry-processed rubber-modified asphalt pavement has better pavement performance compared to the conventional asphalt pavement. MDPI 2023-02-24 /pmc/articles/PMC10004462/ /pubmed/36902990 http://dx.doi.org/10.3390/ma16051874 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Jin, Dongzhao
Ge, Dongdong
Wang, Jiaqing
Malburg, Lance
You, Zhanping
Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance
title Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance
title_full Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance
title_fullStr Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance
title_full_unstemmed Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance
title_short Reconstruction of Asphalt Pavements with Crumb Rubber Modified Asphalt Mixture in Cold Region: Material Characterization, Construction, and Performance
title_sort reconstruction of asphalt pavements with crumb rubber modified asphalt mixture in cold region: material characterization, construction, and performance
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10004462/
https://www.ncbi.nlm.nih.gov/pubmed/36902990
http://dx.doi.org/10.3390/ma16051874
work_keys_str_mv AT jindongzhao reconstructionofasphaltpavementswithcrumbrubbermodifiedasphaltmixtureincoldregionmaterialcharacterizationconstructionandperformance
AT gedongdong reconstructionofasphaltpavementswithcrumbrubbermodifiedasphaltmixtureincoldregionmaterialcharacterizationconstructionandperformance
AT wangjiaqing reconstructionofasphaltpavementswithcrumbrubbermodifiedasphaltmixtureincoldregionmaterialcharacterizationconstructionandperformance
AT malburglance reconstructionofasphaltpavementswithcrumbrubbermodifiedasphaltmixtureincoldregionmaterialcharacterizationconstructionandperformance
AT youzhanping reconstructionofasphaltpavementswithcrumbrubbermodifiedasphaltmixtureincoldregionmaterialcharacterizationconstructionandperformance