Research Paper:
Semantic Segmentation and 3D Reconstruction of Steel Girder Bridge from TLS Point Cloud Integrating Domain Knowledge
Tomohiro Mizoguchi

Sanyo-Onoda City University
1-1-1 Daigakudori, Sanyo-Onoda, Yamaguchi 756-0884, Japan
Corresponding author
Component-based inspection and maintenance of steel girder bridges increasingly benefit from three-dimensional as-is structural models that explicitly represent individual members and inspection elements. However, most existing bridges lack digital structural models, and generating such models from scanned point clouds remains a nontrivial task due to occlusions, missing data, and the absence of design drawings. This study proposes a heuristic method for constructing lightweight parametric models of steel girder bridges from terrestrial laser scanning (TLS) point clouds. The proposed method integrates image-based neighborhood search, point-based dimensionality analysis using principal component analysis, and line-based and plane-based RANSAC to extract and reconstruct major structural components, including deck slabs, main girders, and cross beams. By exploiting domain knowledge and the geometric characteristics of steel girder bridge superstructures, the method enables component-wise segmentation and reconstruction without relying on design drawings or prior structural models. The proposed approach was validated using real-world TLS data of an existing steel girder bridge, demonstrating stable extraction and reconstruction of major structural components. The resulting parametric models explicitly represent inspection elements and have the potential to facilitate the spatial association of inspection results, photographs, and maintenance records, thereby supporting practical bridge maintenance workflows. The applicability and limitations of the proposed method are also discussed.
- [1] Ministry of Land, Infrastructure, Transport and Tourism, “Manual for regular inspection of road bridges, June 2022 edition,” 2022 (in Japanese).
- [2] C. Lin, Y. Chen, K. Itakura, S. Maharjan, and P. J. Chun, “Bridge inspection using image–point cloud fusion with image filtering, damage detection and 3D registration,” Autom. Constr., Vol.180, Article No.106538, 2025. https://doi.org/10.1016/j.autcon.2025.106538
- [3] M. Yoshikura et al., “5G-based real-time remote inspection support,” Electronics, Vol.12, Issue 5, Article No.1082, 2023. https://doi.org/10.3390/electronics12051082
- [4] R. Sacks et al., “SeeBridges as next generation bridge inspection: Overview, information delivery manual and model view definition,” Autom. Constr., Vol.90, pp. 134-145, 2018. https://doi.org/10.1016/j.autcon.2018.02.033
- [5] C.-S. Shim, N. S. Dang, S. Lon, and C.-H. Jeon, “Development of a bridge maintenance system for prestressed concrete bridges using 3D digital twin model,” Struct. Infrastruct. Eng., Vol.15, Issue 10, pp. 1319-1332, 2019. https://doi.org/10.1080/15732479.2019.1620789
- [6] P. Araya-Santelices, Z. Grande, E. Atencio, and J. A. Lozano-Galant, “Bridge management with AI, UAVs, and BIM,” Autom. Constr., Vol.175, Article No.106170, 2025. https://doi.org/10.1016/j.autcon.2025.106170
- [7] T. Aoki, E. Yamamoto, and H. Masuda, “Detection of multiscale deterioration from point-clouds of furnace walls,” Int. J. Automation Technol., Vol.17, No.6, pp. 610-618, 2023. https://doi.org/10.20965/ijat.2023.p0610
- [8] N. Hidaka, T. Michikawa, A. Motamedi, N. Yabuki, and T. Fukuda, “Polygonization of point cloud of tunnels using lofting operation,” Int. J. Automation Technol., Vol.12, No.3, pp. 356-368, 2018. https://doi.org/10.20965/ijat.2018.p0356
- [9] H. Date et al., “Efficient registration of laser-scanned point clouds of bridges using linear features,” Int. J. Automation Technol., Vol.12, No.3, pp. 328-338, 2018. https://doi.org/10.20965/ijat.2018.p0328
- [10] K. Ishikawa, D. Kubo, and Y. Amano, “Curb detection and accessibility evaluation from low-density mobile mapping point cloud data,” Int. J. Automation Technol., Vol.12, No.3, pp. 376-385, 2018. https://doi.org/10.20965/ijat.2018.p0376
- [11] R. Miyazaki, M. Yamamoto, and K. Harada, “Line-based planar structure extraction from a point cloud with an anisotropic distribution,” Int. J. Automation Technol., Vol.11, No.4, pp. 657-665, 2017. https://doi.org/10.20965/ijat.2017.p0657
- [12] R. Blaskow and H. G. Maas, “Structural health monitoring of bridge with personal laser scanning: Segment-based analysis of systematic point cloud deformations,” ISPRS Ann. Photogramm., Remote Sens. Spat. Inf. Sci., Vol.10, No.2, pp. 9-16, 2024. https://doi.org/10.5194/isprs-annals-x-2-2024-9-2024
- [13] R. Urban et al., “Determination of accuracy and usability of a SLAM Scanner GeoSLAM Zeb Horizon: A bridge structure case study,” Appl. Sci., Vol.14, No.12, Article No.5258, 2024. https://doi.org/10.3390/app14125258
- [14] M. Mohammadi et al., “Quality evaluation of digital twins generated based on UAV photogrammetry and TLS: Bridge case study,” Remote Sens., Vol.13, No.17, Article No.3499, 2021. https://doi.org/10.3390/rs13173499
- [15] F. Gaspari, F. Ioli, F. Barbieri, E. Belcore, and L. Pinto, “Integration of UAV-LiDAR and UAV-photogrammetry for infrastructure monitoring and bridge assessment,” Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci, Vol.XLIII-B2-2022, pp. 995-1002, 2022. https://doi.org/10.5194/isprs-archives-xliii-b2-2022-995-2022
- [16] M. Rashidi et al., “A decade of modern bridge monitoring using terrestrial laser scanning: Review and future directions,” Remote Sens., Vol.12, Issue 22, Article No.3796, 2020. https://doi.org/10.3390/rs12223796
- [17] Y. Yan and J. F. Hajjar, “Geometric models from laser scanning data for superstructure components of steel girder bridges,” Automation in Construction, Vol.142, Article No.104484, 2022. https://doi.org/10.1016/j.autcon.2022.104484
- [18] D. Yamaoka, N. Aoyama, K. Kawano, K. Shigetaka, and H. Sekiya, “Verification of how to create the CIM model of the bridge which assumed the use by the maintenance,” J. Jpn. Soc. Civ. Eng., Ser. F3 (Civ. Eng. Inform.), Vol.72, No.2, pp. I_21-I_28, 2016 (in Japanese). https://doi.org/10.2208/jscejcei.72.I_21
- [19] T. Yang, Y. Zou, X. Yang, and E. del Rey Castillo, “Domain knowledge-enhanced region growing framework for semantic segmentation of bridge point clouds,” Autom. Constr., Vol.165, Article No.105572, 2024. https://doi.org/10.1016/j.autcon.2024.105572
- [20] T. Xia, J. Yang, and L. Chen, “Automated semantic segmentation of bridge point cloud based on local descriptor and machine learning,” Autom. Constr., Vol.133, Article No.103992, 2022. https://doi.org/10.1016/j.autcon.2021.103992
- [21] B. Riveiro, M. J. DeJong, and B. Conde, “Automated processing of large point clouds for structural health monitoring of masonry arch bridges,” Autom. in Constr., Vol.72, pp. 258-268, 2016. https://doi.org/10.1016/j.autcon.2016.02.009
- [22] R. Lu, I. Brilakis, and C. R. Middleton, “Detection of structural components in point clouds of existing RC bridges,” Comput.-Aided Civ. Infrastruct. Eng., Vol.34, No.3, pp. 191-212, 2019. https://doi.org/10.1111/mice.12407
- [23] Y. Yan and J. F. Hajjar, “Automated extraction of structural elements in steel girder bridges from laser point clouds,” Autom. Constr., Vol.125, Article No.103582, 2021. https://doi.org/10.1016/j.autcon.2021.103582
- [24] G. Qin, Y. Zhou, K. Hu, D. Han, and C. Ying, “Automated reconstruction of parametric BIM for bridge based on terrestrial laser scanning data,” Adv. Civ. Eng., Vol.2021, Article No.8899323, 2021. https://doi.org/10.1155/2021/8899323
- [25] J. Demantké, C. Mallet, N. David, and B. Vallet, “Dimensionality based Scale Selection in 3D lidar point clouds,” Int. Arch. Photogramm., Remote Sens. Spat. Inf. Sci., Vol.XXXVIII-5/W12, pp. 97-102, 2011. https://doi.org/10.5194/isprsarchives-xxxviii-5-w12-97-2011
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