Waterproofing Details of Connections for Adjacent Concrete Box-Beam Bridges
The Ohio Department of Transportation has released a report that identifies the sources, causes, and effects of inadequate waterproofing at longitudinal joints in order to develop prevention measures. Cracks in longitudinal joints of non-composite box-beam bridges is often a recurring problem that causes water leakage at the joints and corrosion of the embedded prestressing strands.
This Summary Last Modified On: 11/30/2018