Abstract
The superstructure and instrumentation designs of a three-span bridge are presented in this report. The three spans include a precast box-girder bridge, a precast deck on steel girder and a precast deck on concrete girder. They were designed to compare the performance of various bridge decks reinforced with fiber reinforced polymers (FRP) through field instrumentations. A wireless monitoring system was designed to facilitate the collection of field data after the completion of bridge construction. The collected data will allow the study of FRP bars and stay-in-place FRP grid systems.
Recommended Citation
D. Yan et al., "Design, Construction and Load Testing of the Bridge on Arnault Branch, Washington County, Missouri using Innovative Technologies," Center for Transportation Infrastructure and Safety/UTC program, Missouri University of Science and Technology, Feb 2010.
Department(s)
Civil, Architectural and Environmental Engineering
Second Department
Electrical and Computer Engineering
Third Department
Computer Science
Sponsor(s)
United States. Department of Transportation
Research and Innovative Technology Administration (RITA)
Keywords and Phrases
Bridge design; concrete deck; GFRP bars; bridge instrumentation
Report Number
UTC-R193
Document Type
Technical Report
Document Version
Final Version
File Type
text
Language(s)
English
Rights
© 2010 Center for Transportation Infrastructure and Safety/UTC program, Missouri University of Science and Technology, All rights reserved.
Publication Date
01 Feb 2010
Included in
Computer Sciences Commons, Electrical and Computer Engineering Commons, Structural Engineering Commons
Comments
United States Department of Transportation Grant No. DTRS98-G-0021