Laboratory Investigation of Grouted Coupler Connection Details for ABC Bridge Projects
Typical width of cracks with UHPC bedding grout during loading of specimen
Typical width of cracks with standard bedding grout during loading of specimen
UHPC grout bed
Static four-point bending test with applied axial load: specimen in the test frame setup with axial load applied with post-tension rods
Start date: 11/01/12
End date: 08/31/15
Report: Laboratory Investigation of Grouted Coupler Connection Details for ABC Bridge Projects (5.36 mb pdf) August 2015
Tech transfer summary: Laboratory Investigation of Grouted Coupler Connection Details for ABC Bridge Projects (1.88 mb pdf) Aug 2015
- Federal Highway Administration State Planning and Research Funding
- Iowa Department of Transportation
About the research
With an ever increasing desire to utilize accelerated bridge construction (ABC) techniques, it is becoming critical that bridge designers and contractors have confidence in typical details. The Keg Creek Bridge on US 6 in Iowa was a recent ABC example that utilized a number of connection details that had been utilized elsewhere.
The connection details used between the drilled shaft and pier column and between the pier column and the pier cap were details needing evaluation. These connection details utilized grouted couplers that have been tested by others with mixed results—some indicating quality performance and some indicating questionable performance. There was a need to test these couplers to gain an understanding of their performance in likely Iowa details and to understand how their performance might be impacted by different construction processes.
The objective of the work was to perform laboratory testing and evaluation of the grouted coupler connection details utilized on precast concrete elements for the Keg Creek Bridge. The Bridge Engineering Center (BEC), with the assistance of the Iowa Department of Transportation (DOT) Office of Bridges and Structures, developed specimens representative of the Keg Creek Bridge connections for testing under static and fatigue loads in the structures laboratory. The specimens were also evaluated for their ability to resist the intrusion of water and chlorides. Evaluation of their performance was made through comparisons with design assumptions and previous research, as well as the physical performance of the coupled connections.