Bond strength between sealed bridge decks and concrete overlays

Citation
Aj. Gillum et al., Bond strength between sealed bridge decks and concrete overlays, ACI STRUC J, 98(6), 2001, pp. 872-879
Citations number
6
Categorie Soggetti
Civil Engineering
Journal title
ACI STRUCTURAL JOURNAL
ISSN journal
08893241 → ACNP
Volume
98
Issue
6
Year of publication
2001
Pages
872 - 879
Database
ISI
SICI code
0889-3241(200111/12)98:6<872:BSBSBD>2.0.ZU;2-E
Abstract
The bond strength between overlays and bridge decks that are sealed with ep oxy resin or high molecular-weight methacrylate is evaluated through field and laboratory tests. Microsilica-modified concrete, latex-modified concret e, anti super-dense plasticized concrete overlays are included in this stud y. Despite often stark variations in the values of bond strength obtained f rom different testing methods, the data universally suggest that the use of a sealer at the interface reduces the available bond strength by, more tha n 50%. Extra surface preparation techniques, such as light sandblasting of the sealed surface or broadcasting, sand over the sealed interface while th e sealer is curing, are effective and simple methods for restoring a signif icant portion of the bond strength.