The Cause of 100-year Low Carbonated Concrete of the Bridge 

Ivan Janotka1,*, Michal Bačuvčík1, Lukáš Húlek1, Peter Paulík2

1Department of Material Research, Building Testing and Research Institute, Studená 3, Bratislava, 821 04, Slovakia

2Department of Concrete Structures and Bridges, Faculty of Civil Engineering of Slovak University of  Technology, Radlinského 11, Bratislava,810 05, Slovakia

Adv. Mater. Lett., 2020, 11 (2), 20021470

DOI: 10.5185/amlett.2020.021470

Publication Date (Web): Jan 27, 2020

E-mail: janotka@tsus.sk

Abstract


During the research study focused on 100 years, old concrete bridges in Slovakia an unexpected observation was made. Two bridges were found with a very low carbonation depth under an ordinary cement-based render coat used at the time of its construction for aesthetic reasons. The average measured value by phenolphthalein test was less than 2 mm after more than 100 years of service life in exposure class XC3 of EN 206. The remaining investigated bridges, from this period of construction, exposed to the same environment and made of concrete of comparable quality, showed significantly higher carbonation depths. Low carbonation depth, can be explained by the presence of a thin (2-4 mm) layer of the protective render coat (PRC) applied to concrete surface around 100 years ago. The place, where the PRC was of good quality was almost impermeable and the carbonation of the concrete underneath was even 0 mm. A narrow free space filled with the carbonates can cause increased non-permeability of the thin PRC creating thus the best condition for the built limestone-based (anti-carbonation) barrier with the ability to dramatically reduce CO2 penetration into the beneath concrete over time. This article is focused on the probable explanation of this phenomenon.

Keywords

Bridge, concrete, carbonation, protective render coat.

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