Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XXXIX-B3, 87-90, 2012
https://doi.org/10.5194/isprsarchives-XXXIX-B3-87-2012
© Author(s) 2012. This work is distributed under
the Creative Commons Attribution 3.0 License.
 
24 Jul 2012
EVALUATION MODEL FOR PAVEMENT SURFACE DISTRESS ON 3D POINT CLOUDS FROM MOBILE MAPPING SYSTEM
K. Aoki1, K. Yamamoto2, and H. Shimamura2 1Infrastructure Management Division, PASCO CORPORATION, 2-6-17 Aobadai, Aoba-ku, Yokohama, Japan
2Research and Development Center, PASCO CORPORATION, 2-8-11 Higashiyama, Meguro-ku, Tokyo, Japan
Keywords: mobile mapping system, pavement, infrastructure management, deterioration, inspection, chow-test Abstract. This paper proposes a methodology to evaluate the pavement surface distress for maintenance planning of road pavement using 3D point clouds from Mobile Mapping System (MMS). The issue on maintenance planning of road pavement requires scheduled rehabilitation activities for damaged pavement sections to keep high level of services. The importance of this performance-based infrastructure asset management on actual inspection data is globally recognized. Inspection methodology of road pavement surface, a semi-automatic measurement system utilizing inspection vehicles for measuring surface deterioration indexes, such as cracking, rutting and IRI, have already been introduced and capable of continuously archiving the pavement performance data. However, any scheduled inspection using automatic measurement vehicle needs much cost according to the instruments’ specification or inspection interval. Therefore, implementation of road maintenance work, especially for the local government, is difficult considering costeffectiveness. Based on this background, in this research, the methodologies for a simplified evaluation for pavement surface and assessment of damaged pavement section are proposed using 3D point clouds data to build urban 3D modelling. The simplified evaluation results of road surface were able to provide useful information for road administrator to find out the pavement section for a detailed examination and for an immediate repair work. In particular, the regularity of enumeration of 3D point clouds was evaluated using Chow-test and F-test model by extracting the section where the structural change of a coordinate value was remarkably achieved. Finally, the validity of the current methodology was investigated by conducting a case study dealing with the actual inspection data of the local roads.
Conference paper (PDF, 919 KB)


Citation: Aoki, K., Yamamoto, K., and Shimamura, H.: EVALUATION MODEL FOR PAVEMENT SURFACE DISTRESS ON 3D POINT CLOUDS FROM MOBILE MAPPING SYSTEM, Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XXXIX-B3, 87-90, https://doi.org/10.5194/isprsarchives-XXXIX-B3-87-2012, 2012.

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