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Record W627417130

Implementing the AASHTOWare Pavement ME DEsign Guide: Manitoba Issues and Proposed Approaches

2013· article· en· W627417130 on OpenAlexaboutno aff
Ma Ahammed, S Kass, S Hilderman

Bibliographic record

Venue2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER · 2013
Typearticle
Languageen
FieldEngineering
TopicAsphalt Pavement Performance Evaluation
Canadian institutionsnot available
Fundersnot available
KeywordsSubbaseSubgradeAsphaltRutGeotechnical engineeringCrackingStiffnessAggregate (composite)Asphalt concreteSurface finishEngineeringFatigue crackingWearing courseFoundation (evidence)Environmental scienceCivil engineeringStructural engineeringForensic engineeringMaterials scienceComposite materialMechanical engineering
DOInot available

Abstract

fetched live from OpenAlex

Manitoba Infrastructure and Transportation (MIT) has been using the new Mechanistic Empirical Pavement Design Guide (MEPDG) since 2007 in conjunction with traditional design practices. The objective of this paper is to discuss issues and prospects in using this new design tool by using design examples of typical flexible, rigid and composite (asphalt over concrete) pavements. The influence of traffic volume, asphalt, concrete thickness, base thickness, asphalt binder type, subgrade support and base layer strength on the predicted roughness and surface distresses are analyzed to demonstrate the issues and prospects. Analysis indicates that the default asphalt layer rutting limit of 6 mm is too conservative and the longitudinal cracking model is unreliable. The required asphalt layer thickness could be significantly reduced if the asphalt rutting limit is increased to 12 mm, asphalt longitudinal cracking is ignored and an appropriate asphalt binder is used. In the Pavement ME Design, the base layer exceeding 250 mm and subbase layer are shown to produce no practical influence on the required asphalt thickness. It is recommended that a catalogue of base and subbase thicknesses be developed for frost protection requirement based on local experience. The Pavement ME Design program can be then used to determine the required asphalt thickness. The resilient moduli (stiffness) of base and subgrade are shown to significantly influence the predicted distresses and roughness. The required concrete thickness is shown to be significantly lower than that which Manitoba usually constructs. For the covering abstract of this conference see ITRD record number 201310RT334E.

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: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.239
Threshold uncertainty score0.991

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 communication0.0000.001
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.026
GPT teacher head0.211
Teacher spread0.185 · 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 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

Citations5
Published2013
Admission routes1
Has abstractyes

Explore more

Same venue2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFERSame topicAsphalt Pavement Performance EvaluationFrench-language works237,207