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Record W7001121088

Impact of loaded trucks on highway infrastructure deterioration

2019· article· en· W7001121088 on OpenAlexaboutno aff

Bibliographic record

VenueSHAREOK (University of Oklahoma) · 2019
Typearticle
Languageen
FieldEngineering
TopicAsphalt Pavement Performance Evaluation
Canadian institutionsnot available
Fundersnot available
KeywordsTruckAxleAxle loadTraffic volumeWeigh in motionLoss and damageHeavy traffic
DOInot available

Abstract

fetched live from OpenAlex

Impact of loaded trucks on our transponation infrastructure system is becoming a growing concern for many State Departments of Transportation (DOTs) in the U.S. An increasing volume of loaded trucks due to the implememation of the NAFTA is likely to make the situation worse for the NAFTA corridor states including Oklahoma, because the axle loads as well as gross vehicular weight limits for the Mexican and the Canadian trucks are much higher than the corresponding U.S. limits. This report attempts to document the effeet of truck axle load, gross vehicular weight, and traffic volume on major damage to pavements and bridges. The information was mostly assembled through a comprehensive literature search and contacts with several state agencies. Due to limited resources, scope, and time, no laboratory and field study and material testing were performed. The truck user fees and taxes in Oklahoma are not equitable with the damage these heavy vehicles cause to the transportation infrastructure. Over 92% of the total equivalent single axle loads (ESALs) on rural lnterstate highways are contributed by truck traffic. The corresponding average ESALs for rural and urban highways are over 80%. Fatigue damage is one of the most common distresses in both flexible and rigid pavements, although it is more predominant in rigid pavements. Fatigue damage in pavement is highly sensitive to the axle load (proportional to the fourth power). Due to a 10% increase in axle load, from the current limit of 20 kips to 22 kips, the fatigue damage is increased by 46% , thus significantly reducmg the remaining life of pavements. High axle loads in asphalt pavements drastically inciuse the rutting potential. The axle load magnitudes and frequency of truck traffic are largely responsible for faulting and pumping-induced deterioration in concrete pavemems. Heavy vehicles (over 7, 700 lb) are believed to be responsible for about 99 % of the total traffic-related damages in pavements. An 80 kips truck bas the same damaging potential as 9,600 automobiles. Also, the serviceability of pavements is shortened significantly by the action of heavy trucks. Overstress in bridge members due to the passage of heavy Canadian trucks was analyzed in this srudy. About 70 percent of the Oklahoma interstate bridges were found safe with respect m overstressing. Almost all concrete culvert and concrete girder bridges are not likely to be susceptible to overstress, while the majority of steel bridges may undergo significant overstressing due to the passage of the Canadian trucks. Increase of truck load and volume can also result significant fatigue damage to steel bridges and thus reduce the life.

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 categoriesInsufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.768
Threshold uncertainty score0.998

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 science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.207
Teacher spread0.199 · 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.

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

Citations0
Published2019
Admission routes1
Has abstractyes

Explore more

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