Digital Evaluation of Voids in Mineral Aggregate (VMA) in Asphalt Mixtures Using Photogrammetric and Image Processing Techniques

Authors
Keywords:
Smartphone Photography Voids in Mineral Aggregate, Image-Based VMA Estimation, Marshall Mix Design
Abstract

Precise control of internal voids within Hot Mix Asphalt (HMA) mixtures is imperative to ensure long-term pavement durability, resistance to environmental aging, adequate workability during placement, and fatigue performance under repeated loading. These internal air spaces represent a pivotal consideration in the design of asphalt mixtures, as they exert a direct influence on the mechanical behavior and service life of the mixture. Among the most critical volumetric indicators used to evaluate these aspects is the Voids in Mineral Aggregate (VMA), a fundamental design parameter in HMA specifications. Conventional approaches to determining VMA, particularly those reliant upon Marshall mix design procedures, necessitate extensive laboratory testing, the expertise of trained personnel, and a considerable investment of time. In order to address these limitations, this study explores the application of an automated photogrammetric technique based on computer vision, using low-cost mobile phone imagery, to estimate VMA in HMA specimens. The specimens were prepared in accordance with the Marshall method, and VMA values were ascertained through the implementation of both standard laboratory protocols and the proposed image-based approach. The photogrammetric workflow entailed the capture and processing of high-resolution images to facilitate the reconstruction of accurate vertical and horizontal cross-sections. A comparative analysis revealed minimal discrepancy between the two methods, suggesting that the proposed approach provides a reliable, efficient, and cost-effective alternative for VMA estimation and asphalt mixture evaluation.

References

AASHTO R 35-17. (2017). Superpave Volumetric Design For Asphalt Mixtures | PDF | Mechanical Engineering | Materials Science. https://www.scribd.com/document/640711531/Untitled

Al Adday, F. (2018). Eco-Friendly Hot Mix Asphalt by Using Recycled Concrete Aggregate and Waste Plastic. International Journal of Civil Engineering and Technology, 9(7), 226–236.

Al Adday, F. (2020a). Selecting the Best Method for Adding Recycled Aggregate and Waste Bags to Asphalt Pavement. International Journal of Emerging Trends in Engineering Research, 8(6), 2253–2258. https://doi.org/10.30534/ijeter/2020/08862020

Al Adday, F. (2020b). Study the Possibility of Using the Modified Asphalt Mixtures with Waste Plastic in High-Temperature Areas. International Journal of Emerging Trends in Engineering Research, 8(4), 1090–1095. https://doi.org/10.30534/ijeter/2020/23842020

Al-Bayati, H. K. A., Tighe, S. L., & Achebe, J. (2018). Influence of recycled concrete aggregate on volumetric properties of hot mix asphalt. Resources, Conservation and Recycling, 130, 200–214. https://doi.org/10.1016/j.resconrec.2017.11.027

ASTM D 1559-76. (n.d.). Resistance To Plastic Flow of Bituminous Mixtures Using Marshall Apparatus PDF | PDF | Building Engineering | Materials. In ASTM International. ASTM International. https://www.scribd.com/doc/312992447/242193899-81673063-ASTM-D-1559-Resistance-to-Plastic-Flow-of-Bituminous-Mixtures-Using-Marshall-Apparatus-pdf

ASTM D3203-22. (2022). Test Method for Percent Air Voids in Compacted Asphalt Mixtures. ASTM International. https://doi.org/10.1520/D3203-22

Forbes, C., Evans, M., Hastings, N., & Peacock, B. (2010). Student’s t Distribution. Statistical Distributions, 183–186. https://doi.org/10.1002/9780470627242.CH42

Garber, N. J. ., & Hoel, L. A. . (2009). Traffic and highway engineering. Cengage Learning.

Gladkoff, S., Han, L., & Nenadic, G. (2023). Student’s t-Distribution: On Measuring the Inter-Rater Reliability When the Observations are Scarce. https://doi.org/https://doi.org/10.48550/arXiv.2303.04526

Guo, R., zhou, F., & Nian, T. (2022). Indices relation and statistical probability analysis of physical and mechanical performance of asphalt mixtures. Case Studies in Construction Materials, 16, e01091. https://doi.org/10.1016/j.cscm.2022.e01091

Liu, H., Hao, P., & Xu, J. (2017). Effects of Nominal Maximum Aggregate Size on the Performance of Stone Matrix Asphalt. Applied Sciences, 7(2), 126. https://doi.org/10.3390/app7020126

Liu, S., Zhu, L., Zhang, H., Liu, T., Ji, P., & Cao, W. (2021). Effect of Gradation Variability on Volume Parameter and Key Performances of HMA. Frontiers in Materials, 7. https://doi.org/10.3389/fmats.2020.611409

Mallick, R. B. ., & El-Korchi, Tahar. (2018). Pavement engineering : principles and practice (3rd ed.). CRC Press. https://doi.org/https://doi.org/10.1201/9781315119205

Obaidat, M. T., Al-Masaeid, H. R., Gharaybeh, F., & Khedaywi, T. S. (1998). An innovative digital image analysis approach to quantify the percentage of voids in mineral aggregates of bituminous mixtures. Canadian Journal of Civil Engineering, 25(6), 1041–1049. https://doi.org/10.1139/cjce-25-6-1041

Obaidat, M. T., Ghuzlan, K. A., & Alawneh, M. M. (2017). Analysis of volumetric properties of bituminous mixtures using cellular phones and image processing techniques. Canadian Journal of Civil Engineering, 44(9), 715–726. https://doi.org/10.1139/cjce-2017-0085

Pouranian, M. R., & Haddock, J. E. (2018). Determination of voids in the mineral aggregate and aggregate skeleton characteristics of asphalt mixtures using a linear-mixture packing model. Construction and Building Materials, 188, 292–304. https://doi.org/10.1016/j.conbuildmat.2018.08.101

Putra Jaya, R., Abdul Hassan, N., Mahmud, M. Z. H., A. Aziz, Md. M., Hamzah, M. O., & Che Wan, C. N. (2014). Effect of Aggregate Shape on the Properties of Asphaltic Concrete AC14. Jurnal Teknologi, 71(3). https://doi.org/10.11113/jt.v71.3762

Samadi, A. (2024). Knowledge and Attitude of Kabul University Students Regarding Data Analysis and SPSS Program. Journal of Social Sciences - Kabul University, 7(1), 11–24. https://doi.org/10.62810/jss.v7i1.6

Sengoz, B., & Topal, A. (2007). Minimum voids in mineral aggregate in hot-mix asphalt based on asphalt film thickness. Building and Environment, 42(10), 3629–3635. https://doi.org/10.1016/j.buildenv.2006.10.005

Singh, S., Khairandish, M. I., Razahi, M. M., Kumar, R., Chohan, J. S., Tiwary, A., Sharma, S., Li, C., Ilyas, R. A., Asyraf, M. R. M., & Zakaria, S. Z. S. (2022). Preference Index of Sustainable Natural Fibers in Stone Matrix Asphalt Mixture Using Waste Marble. Materials, 15(8), 2729. https://doi.org/10.3390/ma15082729

Tušar, M., Turk, M. R., & Ržek, L. (2022). A triangular representation of the volumetric properties of asphalt mixtures. Construction and Building Materials, 314, 125496. https://doi.org/10.1016/j.conbuildmat.2021.125496

Cover Image
Downloads
Additional Files
Published
2025-06-30
Section
Research Article/Original Research
License

Copyright (c) 2025 Feras Aladday, Wassim Moussa, Jobran Khalil, Hamza Shamsini, Bshar Al Rfaaieh, Eyass Hafez, Mohammed Hamza Junaid

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Open Access Licences
User rights
All articles published open access will be immediately and permanently free for everyone to read and download, copy and distribute. 

How to Cite

Aladday, F., Moussa, W., Khalil, J., Shamsini, H., Al Rfaaieh, B., Hafez, E., & Junaid, M. H. (2025). Digital Evaluation of Voids in Mineral Aggregate (VMA) in Asphalt Mixtures Using Photogrammetric and Image Processing Techniques. Steps For Civil, Constructions and Environmental Engineering, 3(2), 14-24. https://doi.org/10.61706/sccee12011164