Macroscopic effect of distance from seacoast on bridge deterioration – Statistical data assessment of structural condition recordings

•Macroscopic statistical study using dataset for almost 20,000 coastal US bridges.•Bridge groups formed based on distances from the seacoast.•Recorded structural condition ratings statistically assessed for the bridge groups.•Distinguishing the deterioration effect of airborne chlorides on coastal b...

Full description

Saved in:
Bibliographic Details
Published inStructures (Oxford) Vol. 27; pp. 319 - 329
Main Authors Alogdianakis, Filippos, Charmpis, Dimos C., Balafas, Ioannis
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.10.2020
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:•Macroscopic statistical study using dataset for almost 20,000 coastal US bridges.•Bridge groups formed based on distances from the seacoast.•Recorded structural condition ratings statistically assessed for the bridge groups.•Distinguishing the deterioration effect of airborne chlorides on coastal bridges.•Bridges can be affected by sea chlorides at coastal distances up to 2–3 km inland. Airborne sea chlorides that are transported inland by wind and deposited on structures’ surfaces are a principal deterioration factor for coastal bridges. In this paper, a dataset for almost 20,000 coastal bridges, which was extracted from the National Bridge Inventory (NBI) of the US Federal Highway Administration, is exploited to conduct a macroscopic statistical study on the deterioration effect of airborne chlorides. The study focuses directly at the very final stage of the overall physical phenomenon, in which deterioration due to seacoast effect is evident. To distinguish this effect, the extracted coastal bridge sample was segmented to produce consistent subsamples in terms of other coexisting factors influencing deterioration, including use of deicing salt and earthquake hazard. Year of bridge construction/reconstruction, structural materials (reinforced/prestressed concrete, structural steel) and structural types (simple/continuous spans) were also taken into account. Moreover, bridge groups based on the bridges’ distances from the seacoast were formed using high accuracy coastline and bridge coordinates. Hence, structural condition ratings for bridge components recorded in the NBI database were statistically assessed with respect to corresponding coastal distances. It was statistically deduced that, under certain conditions, bridges can be noticeably affected by sea chlorides at coastal distances up to 2–3 km inland.
ISSN:2352-0124
2352-0124
DOI:10.1016/j.istruc.2020.05.052