A Study on the Characterization of Asphalt Plant Reclaimed Powder Using Fourier Transform Infrared Spectroscopy
Asphalt plant reclaimed powder is a common solid waste in road engineering. Reusing reclaimed powder as filler holds significant importance for environmental protection and resource conservation. The key factors affecting the feasibility of reclaimed powder reuse are its acidity/alkalinity and cleanliness. Traditional evaluation methods, such as the methylene blue test and plasticity index, can assess reclaimed powder properties to guide its recycling. However, these methods suffer from inefficiency, strong empirical dependence, and high variability. To address these limitations, this study proposes a rapid and precise evaluation method for reclaimed powder properties based on Fourier transform infrared spectroscopy (FTIR). To do so, five field-collected reclaimed powder samples and four artificial samples were evaluated. Scanning electron microscopy (SEM), X-ray fluorescence spectroscopy (XRF), and X-ray diffraction (XRD) were employed to characterize their microphase morphology, chemical composition, and crystal structure, respectively. Subsequently, FTIR was used to establish correlations between key acidity/alkalinity, cleanliness, and multiple characteristic peak intensities. Representative infrared characteristic peaks were selected, and a quantitative functional group index (Is) was proposed to simultaneously evaluate acidity/alkalinity and cleanliness. The results indicate that reclaimed powder primarily consists of tiny, crushed stone particles and dust, with significant variations in crystal structure and chemical composition, including calcium carbonate, silicon oxide, iron oxide, and aluminum oxide. Some samples also contained clay, which critically influenced the reclaimed powder properties. Since both filler acidity/alkalinity and cleanliness are affected by clay (silicon/carbon ratio determining acidity/alkalinity and aluminosilicate content affecting cleanliness), this study calculated four functional group indices based on FTIR absorption peaks, namely the Si-O-Si stretching vibration (1000 cm<sup>-1</sup>) and the CO<sub>3</sub><sup>2-</sup> asymmetric stretching vibration (1400 cm<sup>-1</sup>). These indices were correlated with conventional testing results (XRF for acidity/alkalinity, methylene blue value, and pull-off strength for cleanliness). The results show that the Is index exhibited strong correlations (R<sup>2</sup> = 0.89 with XRF, R<sup>2</sup> = 0.80 with methylene blue value, and R<sup>2</sup> = 0.96 with pull-off strength), demonstrating its effectiveness in predicting both acidity/alkalinity and cleanliness. The developed method enhances reclaimed powder detection efficiency and facilitates high-value recycling in road engineering applications.
Authors
- Rui Xiao (ORCID: https://orcid.org/0000-0001-8080-8859)
- Chuanqi Yan (ORCID: https://orcid.org/0000-0002-7915-1367)
- Peng Zhang (ORCID: https://orcid.org/0000-0002-1806-4200)
- Wentao Wang
- Rong Chen (ORCID: https://orcid.org/0000-0001-7371-1338)
- Daoan Yu
- Hengji Zhang
- Hao Wu (ORCID: https://orcid.org/0009-0000-1030-9819)
Institutions
- Shandong Provincial Communications Planning and Design Institute (China) (CN)
- Shanxi Transportation Research Institute (CN)
- Southwest Jiaotong University (CN)
Publication Details
- Journal
- Materials
- Published
- 2025-08-04
- DOI
- https://doi.org/10.3390/ma18153660
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China
- National Key Research and Development Program of China