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Record W632759356

Tama County's Steel Free Bridge Deck

2005· article· en· W632759356 on OpenAlexaboutno aff
Mark Dunn, Lyle Brehm, F W Klaiber, Brent Phares, Douglas L. Wood

Bibliographic record

VenueThe 2005 Mid-Continent Transportation Research SymposiumIowa Department of TransportationIowa State University, AmesMidwest Transportation Consortium · 2005
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsDeckSlabGirderStructural engineeringDurabilityReinforcementBridge (graph theory)Bridge deckEngineeringFibre-reinforced plasticForensic engineeringGeotechnical engineeringMaterials scienceComposite material
DOInot available

Abstract

fetched live from OpenAlex

A major bridge problem in the United States is the corrosion of reinforcing steel and the subsequent deterioration of the surrounding concrete due to deicing salts. There have been efforts in the past to alleviate these problems by using reinforcement that will not corrode, including clad steel reinforcement, fiber-reinforced polymer (FRP) reinforcement, and non-corrosive MMFX steel reinforcement. Another innovative concept is the steel-free bridge deck, which has been developed in Canada. These decks are free of internal steel reinforcement and rely on the internal arching action of the concrete slab, when the slab is confined in both the longitudinal and transverse directions. Using shear studs for composite action between the concrete deck and the steel girders provides longitudinal confinement, while steel straps welded to the top flanges of the girders at regular intervals provide the transverse confinement. FRP reinforcement is included transversely and longitudinally in the decks for temperature and shrinkage reinforcement. The most significant potential benefits of steel-free deck bridges are the decks’ durability and the material cost savings due to the significantly reduced amount of deck reinforcing. The favorable durability should provide reduced long-term maintenance costs. To the authors’ knowledge, the first steel-free deck bridge in the United States was constructed in Tama County, Iowa as part of the FHWA Innovative Bridge Research and Construction program. Since the original bridge deck had to be completely removed, Tama County used this opportunity to increase the width of this 41-foot simple span bridge from 24 to 28 feet. Conventional epoxy-coated reinforcement was used in cantilever overhangs. In this bridge, concrete with polypropylene fibers were used to reduce plastic shrinkage cracking and provide post-crack ductility for the slab. The Tama County steel-free bridge deck was designed using the provisions of the Ontario Highway Bridge Design Code. Included in this project are the deck design, construction documentation, periodic load testing, and evaluation. This past summer, the bridge deck was placed with minimal difficulties. Approximately five months after construction, the bridge was load tested using both static and dynamic loadings. Prior to these tests, instrumentation was installed to measure strains and deflections at critical locations. This paper will provide details on the design and construction of the steel free bridge deck, as well as a comparison of the load test performance with the expected design behavior. This bridge is visually inspected periodically and will be tested a second time (approximately a year after the initial test) to determine any changes in its structural behavior.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.066
Threshold uncertainty score0.132

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0020.000
Scholarly communication0.0010.000
Open science0.0010.001
Research integrity0.0000.001
Insufficient payload (model declined to judge)0.0240.003

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.021
GPT teacher head0.254
Teacher spread0.233 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designObservational
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations1
Published2005
Admission routes1
Has abstractyes

Explore more

Same venueThe 2005 Mid-Continent Transportation Research SymposiumIowa Department of TransportationIowa State University, AmesMidwest Transportation ConsortiumSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207