Assessment Methodology for Diagonally Cracked Reinforced Concrete Deck Girders

Higgins, Christopher; Miller, Thomas H.; Rosowsky, David V.; Yim, Solomon C.; Potisuk, Tanarat; Daniels, Theresa K.; Nicholas, Brian S.; Robelo, Melissa J.; Lee, Ae-Young; Forrest, Richard W.; Oregon State University. Department of Civil, Construction, and Environmental Engineering

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Assessment Methodology for Diagonally Cracked Reinforced Concrete Deck Girders

2004-10-01
By Higgins, Christopher ; Miller, Thomas H. ; Rosowsky, David V. ; ...

[PDF-220.64 MB]

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Assessment Methodology for Diagonally Cracked Reinforced Concrete Deck Girders

English

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Creators:

Higgins, Christopher ; Miller, Thomas H. ; Rosowsky, David V. ; Yim, Solomon C. ; Potisuk, Tanarat ; ... More +

Higgins, Christopher ; Miller, Thomas H. ; Rosowsky, David V. ; Yim, Solomon C. ; Potisuk, Tanarat ; Daniels, Theresa K. ; Nicholas, Brian S. ; Robelo, Melissa J. ; Lee, Ae-Young ; Forrest, Richard W. Less -
Corporate Creators:

Oregon State University. Department of Civil, Construction, and Environmental Engineering
Corporate Contributors:

Oregon. Dept. of Transportation. Research Group ; United States. Federal Highway Administration

Oregon. Dept. of Transportation. Research Group ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Bridge Decks Cracking Of Concrete Pavements D Cracking Deck-girder Bridges Girder Bridges Reinforced Concrete Pavements
Publication/ Report Number:

FHWA-OR-RD-05-04
Resource Type:

Tech Report
Geographical Coverage:

Oregon
Corporate Publisher:

Oregon. Dept. of Transportation. Research Unit
Abstract:

This report details the results of a research program conducted to estimate the capacity and remaining life of 1950’s vintage conventionally reinforced concrete deck girder (RCDG) bridges with diagonal cracks. The investigation encompassed field testing, laboratory testing, and analysis to develop a reliability based assessment methodology. Background, findings, and conclusions from each of these components are provided in individual sections of this report. Current limitations are described, including the impact of skew, temperature and shrinkage effects on capacity, as well as serious stem-flange interface cracking. There are also limitations in predicting the capacity of bent caps. Finally, recommendations are made for implementing the assessment methodology.
Content Notes:

Please note, this single PDF is more than 900 pages long. The individual chapters and appendices of this report are also attached to this record in the Supporting Files tab.
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PDF
Funding:

SPR 350, SR 500-091
Collection(s):

US Transportation Collection
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urn:sha256:7b1eb7ec6ae54e551f8a6c0d322a7fec912dfe8fb94af6456cf770bcef6f0ce9
Download URL:

https://rosap.ntl.bts.gov/view/dot/16139/dot_16139_DS1.pdf
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Assessment Methodology for Diagonally Cracked Reinforced Concrete Deck Girders

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