Investigation of Modified Asphalt Binders through Fourier Transformation Infrared Spectroscopic Analysis

Modification of asphalt binders causes changes in asphalt chemistry that can impact performance. The main goal of this study was to look for any appreciable alterations in asphalt chemistry brought on by aging and modification. The secondary objective was to explore any indication of changes in mechanical properties from spectroscopic analysis. For this study, two neat performance-grade (PG) binders (PG 64-22) from two different sources were modified with different combinations of three types of commonly practiced modifiers: polyphosphoric acid, styrene-butadiene-styrene, and Cloisite 11B nanoclay. Many researchers consider nanoclay as a potential alternative to conventional modifiers. Thus, Cloisite 11B nanoclay has also been considered in this study. To this end, Fourier transform infrared (FTIR) spectroscopic analysis was employed on these sample binders, followed by further chemical analysis, including pH measurements and saturate, aromatic, resin, and asphaltene (SARA) analysis. Furthermore, mechanical test results were compared to find any possible indications of changes in the rheological properties from spectroscopic analysis. It was observed that modification caused significant variations in asphalt chemistry. The sulfoxide index (S═O) was found to be related to the pH values, particularly for the polymer-modified binder samples. Moreover, the carbonyl index (C═O) increased significantly with aging, which was eventually found to be an identification parameter for aging. In addition, changes in aromatic and aliphatic indices were able to explain the variations observed in chemical fractions in different aging conditions after modification. Finally, this study was able to find some trends between rheological properties and changes in the ratio of bonding.

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Publication Details

Journal
Journal of Transportation Engineering Part B Pavements
Published
2024-11-27
DOI
https://doi.org/10.1061/jpeodx.pveng-1058
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

Investigation of Modified Asphalt Binders through Fourier Transformation Infrared Spectroscopic Analysis

Zhanping You, Zahid Hossain, Mohammad Nazmul Hassan, Gaylon L. Baumgardner
Journal of Transportation Engineering Part B Pavements
Asphalt Pavement Performance Evaluation
article

Investigation of Modified Asphalt Binders through Fourier Transformation Infrared Spectroscopic Analysis

Zhanping You, Zahid Hossain, Mohammad Nazmul Hassan, Gaylon L. Baumgardner
article en

Abstract

Modification of asphalt binders causes changes in asphalt chemistry that can impact performance. The main goal of this study was to look for any appreciable alterations in asphalt chemistry brought on by aging and modification. The secondary objective was to explore any indication of changes in mechanical properties from spectroscopic analysis. For this study, two neat performance-grade (PG) binders (PG 64-22) from two different sources were modified with different combinations of three types of commonly practiced modifiers: polyphosphoric acid, styrene-butadiene-styrene, and Cloisite 11B nanoclay. Many researchers consider nanoclay as a potential alternative to conventional modifiers. Thus, Cloisite 11B nanoclay has also been considered in this study. To this end, Fourier transform infrared (FTIR) spectroscopic analysis was employed on these sample binders, followed by further chemical analysis, including pH measurements and saturate, aromatic, resin, and asphaltene (SARA) analysis. Furthermore, mechanical test results were compared to find any possible indications of changes in the rheological properties from spectroscopic analysis. It was observed that modification caused significant variations in asphalt chemistry. The sulfoxide index (S═O) was found to be related to the pH values, particularly for the polymer-modified binder samples. Moreover, the carbonyl index (C═O) increased significantly with aging, which was eventually found to be an identification parameter for aging. In addition, changes in aromatic and aliphatic indices were able to explain the variations observed in chemical fractions in different aging conditions after modification. Finally, this study was able to find some trends between rheological properties and changes in the ratio of bonding.

Journal of Transportation Engineering Part B PavementsVol. 151(1)
Michigan Technological University (US), Arkansas State University (US), Paragon 28 (United States) (US)
Openalex Percentile: Top 76%
Asphalt Pavement Performance Evaluation
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