Road marking degradation analysis using 3D point cloud data acquired with a low-cost Mobile Mapping System

Road maintenance is an important task that ensures the availability and correct function of the road infrastructure. This work presents a methodology that, first, offers an empirical radiometric analysis of the Velodyne VLP-32C laser scanner. Second, it defines a road marking degradation model that...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Automation in construction 2022-09, Vol.141, p.104446, Article 104446
Hauptverfasser: Soilán, Mario, González-Aguilera, Diego, del-Campo-Sánchez, Ana, Hernández-López, David, Del Pozo, Susana
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Beschreibung
Zusammenfassung:Road maintenance is an important task that ensures the availability and correct function of the road infrastructure. This work presents a methodology that, first, offers an empirical radiometric analysis of the Velodyne VLP-32C laser scanner. Second, it defines a road marking degradation model that estimates the coefficient of retroreflected luminance (night visibility, RL) using the intensity attribute of 3D point clouds acquired with this low-cost system. This model is validated and applied to a case study road section of about 6 km in length, where a continuous degradation map is defined together with data to assist decision-making for preventive and corrective maintenance. This validation shows that the proposed method is capable of offering good qualitative visualizations of the degradation status of the road markings, as well as detecting those areas with high degradation (RL< 100 mcd/m2/lx) that require corrective maintenance. •Road marking degradation maps using 3D point cloud data.•Usage of a low-cost Mobile Mapping System equipped with a VLP-32C laser scanner.•Data to assist decision-making for preventive and corrective maintenance.•Validation of an automated workflow on a 6 km road section.
ISSN:0926-5805
1872-7891
DOI:10.1016/j.autcon.2022.104446