Abstract
Asphalt cores are routinely drilled from existing roadways and manually tested to determine the thickness of individual layers and classify the gradation of the aggregate mixture within each layer. This process is time-consuming, hazardous, and destroys the sample core. This study presents a non-destructive, close-range photogrammetry-based 3D scanning method for determining the layer divisions and aggregate gradation within asphalt cores. The proposed method uses structure-from-motion techniques to produce distortion-free images of the cylindrical surface of the core exposed during drilling. From these images, the asphalt mix gradation is determined from the exposed cross sections of aggregate within the core. Our method achieved a 75% classification accuracy and did not damage the sample, leaving the core intact for other uses. Additionally, we also find that surface image-based methods for gradation curve generation tend to underestimate the amount of smaller aggregate within a mix and show signs of higher variability in detecting the largest sizes of aggregate. This study demonstrates that the close-range photogrammetry-based 3D scanning technology can easily be developed into an automatic and non-destructive tool for asphalt core analysis.
Similar content being viewed by others
References
Bruno L, Parla G, Celauro C (2012) Image analysis for detecting aggregate gradation in asphalt mixture from planar images. Construction and Building Materials 28(1):21–30, DOI: https://doi.org/10.1016/j.conbuildmat.2011.08.007
Buchanan MS, Brown ER (1999) Development and potential use of an automated aggregate gradation device. Transportation Research Record 1673(1):81–88
Chen WF, Liew JYR (Eds.) (2002) The civil engineering handbook. CRC Press
du Plessis A, Boshoff WP (2019) A review of X-ray computed tomography of concrete and asphalt construction materials. Construction and Building Materials 199:637–651, DOI: https://doi.org/10.1016/j.conbuildmat.2018.12.049
Fadil H, Jelagin D, Partl MN (2022) Spherical indentation test for quasi-non-destructive characterization of asphalt concrete. Materials and Structures 55(3):102, DOI: https://doi.org/10.1617/s11527-022-01945-5
Farcas FA (2012) Evaluation of asphalt field cores with simple performance tester and X-ray computed tomography. KTH Royal Institute of Technology
INDOT (2021) Quantitative extraction of asphalt/Binder and gradation of extracted aggregate from HMA Mixtures. Indiana Department of Transportation Division of Materials and Tests ITM(571-21)
INDOT (2022) Section 401 - Quality control / quality assurance. Hot Mix Asphalt Pavement, Retrieved April 25, 2023, https://www.in.gov/dot/div/contracts/standards/book/sep21/400-2022.pdf
Kadium N sajad, Sarsam SI (2020) Evaluating asphalt concrete properties by the implementation of ultrasonic pulse velocity. Journal of Engineering 26(6):140–151, DOI: https://doi.org/10.31026/j.eng.2020.06.12
Kanan C, Cottrell GW (2012) Color-to-Grayscale: Does the method matter in image recognition? PLoS ONE 7(1):e29740, DOI: https://doi.org/10.1371/journal.pone.0029740
Levenberg E, Manevich A (2013) Determination of bulk volume of asphalt specimens with image-based modeling. International Journal of Transportation Science and Technology 2(1):1–13, DOI: https://doi.org/10.1260/2046-0430.2.1.1
Maiti A, Chakravarty D, Biswas K, Halder A (2017) Development of a mass model in estimating weight-wise particle size distribution using digital image processing. International Journal of Mining Science and Technology 27(3):435–443, DOI: https://doi.org/10.1016/j.ijmst.2017.03.015
Obaidat MT, Ghuzlan KA, Alawneh MM (2017) Analysis of volumetric properties of bituminous mixtures using cellular phones and image processing techniques. Canadian Journal of Civil Engineering 44(9):715–726, DOI: https://doi.org/10.1139/cjce-2017-0085
Shi L, Wang D, Jin C, Li B, Liang H (2020) Measurement of coarse aggregates movement characteristics within asphalt mixture using digital image processing methods. Measurement 163:107948, DOI: https://doi.org/10.1016/j.measurement.2020.107948
Tashman L, Wang L, Thyagarajan S (2007) Microstructure characterization for modeling HMA behaviour using imaging technology. Road Materials and Pavement Design 8(2):207–238, DOI: https://doi.org/10.1080/14680629.2007.9690073
Tielmann MRD, Hill TJ (2018) Air void analyses on asphalt specimens using plane section preparation and image analysis. Journal of Materials in Civil Engineering 30(8):04018189, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0002422
Vadood M, Johari MS, Rahaei AR (2014) Introducing a simple method to determine aggregate gradation of hot mix asphalt using image processing. International Journal of Pavement Engineering 15(2): 142–150, DOI: https://doi.org/10.1080/10298436.2013.786076
Xing C, Xu H, Tan Y, Liu X, Ye Q (2019) Mesostructured property of aggregate disruption in asphalt mixture based on digital image processing method. Construction and Building Materials 200:781–789, DOI: https://doi.org/10.1016/j.conbuildmat.2018.12.133
Yue ZQ, Bekking W, Morin I (1995) Application of digital image processing to quantitative study of asphalt concrete microstructure. Transportation Research Record 1492:53–60
Zargar M, Bullen F (2021) Non-destructive assessment of the quality of asphalt laboratory samples. IOP Conference Series: Materials Science and Engineering 1075(1):012023, DOI: https://doi.org/10.1088/1757-899X/1075/1/012023
Zelelew HM, Papagiannakis AT (2011) A volumetrics thresholding algorithm for processing asphalt concrete X-ray CT images. International Journal of Pavement Engineering 12(6):543–551, DOI: https://doi.org/10.1080/10298436.2011.561345
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Carpenter, J., Jung, J. & Lee, J. Photogrammetric 3D Scanning of Asphalt Cores for Automatic Layer Detection and Gradation Classification. KSCE J Civ Eng 27, 3542–3554 (2023). https://doi.org/10.1007/s12205-023-0106-0
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-023-0106-0