A Case Study on the Noncontact Inventory of the Oldest European Cast-iron Bridge Using Terrestrial Laser Scanning and Photogrammetric Techniques

• Published in: Remote sensing (Basel, Switzerland) Switzerland), 2020-09, Vol.12 (17), p.2745
• Main Authors: Kwiatkowski, Jacek, Anigacz, Wojciech, Beben, Damian
• Format: Article
• Language: English
• Subjects: Accuracy; Case studies; Cast iron; Civil engineering; Continuous casting; Cultural heritage; Deformation; Digital cameras; Digital preservation; historical cast-iron bridge; Historical metallurgy; Infrastructure; Interferometry; inventory work; Iron; Laboratories; Laser applications; laser scanning; Lasers; Measurement techniques; Methods; noncontact measurement; Photogrammetry; Polls & surveys; Remote sensing; Scanning; Surveying; Suspension bridges; Three dimensional models
• ISSN: 2072-4292; 2072-4292
• DOI: 10.3390/rs12172745

Conventional measurement technologies of transportation infrastructures consist of discrete surveys which can be inconvenient in practice. Furthermore, data obtained using these methods are restricted to several points (or elements) placed on the observed structures. Modern survey techniques—for example, terrestrial laser scanning (TLS) and photogrammetric—allow for the surveying of quasi-continuous surfaces of examined structures. The examined object is an historic cast-iron suspension bridge in Ozimek (south of Poland). The bridge was constructed in 1825–1827 and constitutes the oldest European bridge of this type. The surveys were conducted using TLS and digital photogrammetric techniques. The data obtained were compared with traditional survey results (reference data) and the project. The achieved effects of the measurements show that the discrepancies between the applied techniques (TLS and photogrammetry) and reference methods varied only within several millimeters and can be regarded as satisfactory. Better compliance was obtained for TLS than photogrammetry. The main benefits of the applied techniques include reducing time in the field and obtaining a three-dimensional model of the structure that has satisfactory accuracy.