Abstract
The effect of concrete material properties on cracking in bridge decks is evaluated based on field surveys of 40 continuous steel girder bridges, representative of construction throughout the State of Kansas. Information collected from construction documents and field books is compared with observed levels of cracking to identify correlations between cracking and the variables studied. The results of the evaluation indicate that cracking in monolithic bridge decks increases with increasing values of concrete slump, percent of concrete volume occupied by water and cement, water content, cement content, and compressive strength, and decreasing values of air content (especially below 6.0 %). Bridge deck overlays placed with zero slump concrete exhibit consistently higher levels of cracking than overlays with measurable slumps.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
