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Record W1487994378 · doi:10.33593/iccp.v4i1.908

EFFECT OF HIGH TIRE PRESSURES ON CONCRETE PAVEMENT PERFORMANCE

2025· article· en· W1487994378 on OpenAlexaboutno aff
P A Okamoto, Robert G. Packard

Bibliographic record

VenueProceedings of the International Conference on Concrete Pavements · 2025
Typearticle
Languageen
FieldEngineering
TopicInfrastructure Maintenance and Monitoring
Canadian institutionsnot available
Fundersnot available
KeywordsTruckService lifePortland cementAsphaltGeotechnical engineeringAsphalt concreteEngineeringEnvironmental scienceAsphalt pavementPavement engineeringStructural engineeringForensic engineeringCementMaterials scienceAutomotive engineeringComposite material

Abstract

fetched live from OpenAlex

This study, conducted by Construction Technology Laboratories, Inc. for the Portland Cement Association, investigates the impact of high tire pressures on concrete pavement performance. With the increasing use of trucks equipped with radial tires and high tire pressures, significant pavement damage has been observed across major highways in the United States and Canada. Unlike asphalt pavements, for which extensive research programs have been initiated, the effects of high tire pressures on concrete pavements have been less thoroughly studied. This research aims to fill that gap by examining how high tire pressures influence concrete pavement response, service life, and performance characteristics. Field testing across six sites in Wisconsin and Pennsylvania involved loading pavement sections with trucks equipped with tires at pressures ranging from 80 to 120 psi. Measurements of pavement strains, deflections, and the subsequent analysis suggested that increased tire pressure does not significantly affect concrete pavement response. Additionally, surveys of truck tire pressures in various states revealed that operational pressures are substantially higher than those used during the AASHO Road Test, upon which many pavement design equations are based. Despite the higher pressures, the research found no significant impact on pavement performance, indicating that current pavement thickness design procedures, which do not consider the effects of increased tire pressure, may still be adequate. This conclusion is supported by both theoretical analyses and field test data, which collectively indicate that increased tire pressures up to 120 psi do not significantly affect the performance or service life of concrete pavements. The study's findings suggest that existing design methodologies for concrete pavements remain valid, even in the face of changing tire technologies and usage patterns. (Abstract generated by AI tool ChatGPT 4)

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 distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.174
Threshold uncertainty score0.603

Codex and Gemma teacher scores by category

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

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 head0.008
GPT teacher head0.238
Teacher spread0.230 · 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 teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
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
Published2025
Admission routes1
Has abstractyes

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Same venueProceedings of the International Conference on Concrete PavementsSame topicInfrastructure Maintenance and MonitoringFrench-language works237,207