Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges

Bohn, Lucas; Tazarv, Mostafa; Wehbe, Nadim; South Dakota State University. Department of Civil and Environmental Engineering

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Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges

2018-05-07
By Bohn, Lucas ; Tazarv, Mostafa ; Wehbe, Nadim

[PDF-4.35 MB]

English

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Creators:

Bohn, Lucas ; Tazarv, Mostafa ; Wehbe, Nadim

Bohn, Lucas ; Tazarv, Mostafa ; Wehbe, Nadim Less -
Corporate Creators:

South Dakota State University. Department of Civil and Environmental Engineering
Corporate Contributors:

South Dakota. Department of Transportation. Office of Research ; Mountain-Plains Consortium ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology

South Dakota. Department of Transportation. Office of Research ; Mountain-Plains Consortium ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology Less -
Subject/TRT Terms:

[+]

Alternatives Analysis Fatigue Tests Girder Bridges Latex Modified Concrete Longitudinal Joints Prestressed Concrete Bridges Rehabilitation (Maintenance) Stiffness Tests Ultra High Performance Concrete
Publication/ Report Number:

SD2014-20-F
Resource Type:

Tech Report
Geographical Coverage:

South Dakota ; United States

South Dakota ; United States Less -
Edition:

Final Report July 2015 – Aug 2017
Corporate Publisher:

South Dakota. Department of Transportation. Office of Research
Abstract:

Precast double-tee girders are common on county bridges in South Dakota (SD) because of the ease of construction, the short construction time, and the low cost. However, the longitudinal joints of these bridges are rapidly deteriorating, imposing girder replacement after only 45 years of service. Currently, there are more than 700 double-tee bridges in SD incorporating this joint detailing. The present study was conducted to develop, construct, and evaluate rehabilitation methods for this type of bridge.
Format:

PDF
Funding:

311238
Collection(s):

University Transportation Centers
Main Document Checksum:

[+]

urn:sha256:203fab1a9d795ccf567204d861a1950c8a0c4542e851d32265d8954791ee746b
Download URL:

https://rosap.ntl.bts.gov/view/dot/67326/dot_67326_DS1.pdf
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Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges

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