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Results 1 - 10 of 103
A number of countries have incorporated precast components in bridge superstructures and substructures. Precast components include deck, abutment, and wall elements. Benefits of using precast elements in bridge construction include the high level of ...
Status: Complete
Publish Date: October 05, 2006
Researcher: Cathy French
Research Report: 2006-37
MnDOT used the phased array ultrasonic testing (PAUT) system to conduct corrosion mapping on steel bridges. The system provided more accurate corrosion data than did single-beam ultrasonic testing and traditional field measuring methods. More ...
Status: Complete
Publish Date: August 23, 2017
Researcher: Barritt Lovelace
Research Report: 2017-33
Roughly 20 percent of MnDOT's inventory of anchor bolts for sign structures, light towers and traffic signals may be loose at any given time. Researchers examined specifications and procedures for tightening anchor bolts in Minnesota, and conducted ...
Status: Complete
Publish Date: August 16, 2018
Researcher: An Chen
Research Report: 2018-27
The Minnesota Department of Transportation (MnDOT) funded two projects in an effort to mitigate anchor bolt connection loosening and develop improved pre-tensioning steps for its sign, luminaire, and traffic signal (SLTS) structures. The Phase I ...
Status: Complete
Publish Date: October 05, 2021
Researcher: Brent Phares
Research Report: 2021-23
Because of a growing concern about the overall safety of pedestrian bridges, investigators used laboratory studies and computer simulation to gauge their ductility, strength and stability as compared with AASHTO specifications. Results showed that ...
Status: Complete
Publish Date: February 15, 2007
Researcher: Arturo Schultz
Research Report: 2007-08
Self-compacting concrete offers significant cost benefits in precast girder construction, but performance testing and mix design standards were needed to enable use of SCC in Minnesota. Researchers evaluated wet-state performance of a range of ...
Status: Complete
Publish Date: October 17, 2008
Researcher: Carol Shield
Research Report: 2008-51
Design specifications of shear reinforcement requirements in prestressed concrete bridges have changed significantly. Researchers load-tested to failure a girder that was built to older design codes and evaluated its shear capacity. They also ...
Status: Complete
Publish Date: November 30, 2007
Researcher: Carol Shield
Research Report: 2007-47
Investigators studied the effectiveness of a new design for short-span bridges, monitoring and analyzing bridges in the field and in the laboratory, paying special attention to the development of cracking in the deck above the joints of the bridge.
Status: Complete
Publish Date: September 30, 2008
Researcher: Cathy French
Research Report: 2008-41
This project implements research that classifies steel bridges based on the frequency and severity of fracture and fatigue-sensitive details that are present in each bridge. The gross ranking of bridges with high, medium or low need for preventive ...
Status: Complete
Publish Date: June 07, 2007
Researcher: Arturo Schultz
Research Report: 2007-22
The objective of this project was to conduct vibration testing of dowel laminated timber bridge systems to better understand the potential for using vibration testing to assess the structural health and condition of bridges in Minnesota. A second ...
Status: Complete
Publish Date: December 28, 2009
Researcher: Brian Brashaw
Research Report: 2009-40