Chapter
Jun 6, 2018
Quantifying the Bump at the End of the Bridge with Inertial Profilers Pilot Study: Comparing Deep versus Shallow Foundation Systems
Publication: Innovations in Geotechnical Engineering
Abstract
The bump at the end of the bridge has been extensively studied, yet the problem continues to be one of the most chronic issues affecting long term bridge performance. Besides serving as a nuisance to drivers, the bump also amplifies impact loads which can affect deck durability and deterioration at the bridge approach transition; this often leads to repeated maintenance activities throughout the life of the bridge. To alleviate the bump, many transportation agencies have started to use geosynthetic reinforced soil (GRS) both for bridge foundations and approaches. Based on anecdotal experience of driving across these bridge systems, users describe a smooth transition, but the magnitude of differential settlement across the bridge approach transition had not been quantified. This paper describes a pilot study by the Federal Highway Administration to measure the bump at eight bridge sites using inertial pavement profilers and to compare the performance of those bridges supported by GRS to those built with more conventional methods on deep foundations. The results indicate an improvement when using GRS. In addition, the investigation also provides insights on how to use inertial profilers as a transportation performance management tool to monitor bridge approaches.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jun 6, 2018
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Architectural engineering
- Bridge decks
- Bridge foundations
- Building management
- Caissons
- Comparative studies
- Decks
- Deep foundations
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geotechnical engineering
- Inertia
- Maintenance and operation
- Methodology (by type)
- Research methods (by type)
- Shallow foundations
- Soil structures
- Statics (mechanics)
- Structural engineering
- Structural systems
- Structures (by type)
Authors
Affiliations
Federal Highway Administration, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101. E-mail: [email protected]
Federal Highway Administration, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101. E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.