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Record W586057889

Comparative Analysis of Pavement Rehabilitation Designs Using AASHTOWare Pavement ME, AASHTO 1993 and Surface Deflection Methods

2014· article· fr· W586057889 on OpenAlexaboutno aff
Ma Ahammed, S Kass, S Hilderman, ME Oberez, Wen‐Tzu Tang

Bibliographic record

VenueTransportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada · 2014
Typearticle
Languagefr
FieldEngineering
TopicAsphalt Pavement Performance Evaluation
Canadian institutionsnot available
Fundersnot available
KeywordsOverlayDeflection (physics)RutPavement engineeringDriver rehabilitationAsphaltLevellingEngineeringSubgradeAsphalt pavementPavement managementAsphalt concreteCivil engineeringStructural engineeringForensic engineeringGeotechnical engineeringRehabilitationComputer scienceGeologyMaterials science
DOInot available

Abstract

fetched live from OpenAlex

Currently, the majority of the highway projects in Manitoba involve the rehabilitation of the existing pavements. Asphalt concrete (AC) overlays with levelling, milling, cold in-place recycling (CIR) with expanded asphalt and pulverization of the existing AC or rubblization of existing portland cement concrete (PCC) are the common rehabilitation practices. Manitoba uses the surface deflection based and/or the AASHTO 1993 methods for these rehabilitation designs and is currently evaluating the new AASHTOWare Pavement ME design method. This paper presents a comparative analysis of the required AC overlay using these three design procedures for the above mentioned options. The suitability of the globally calibrated rutting and roughness models and the potential for successful calibration are also discussed. Results show that the deflection based and Pavement ME Design methods provided comparable overlay structures for the selected projects. However, establishing a reasonable target value for each distress in the Pavement ME is necessary for comparable overlay thicknesses. The Pavement ME Design program under predicted the rutting for two projects with straight overlays. However, it over predicted the rutting for these projects for the milling and overlay option. These results are unexpected and raise the question as to whether a local calibration effort will be effective. The CIR should be considered as an AC layer for a reasonable overlay thickness using the Pavement ME Design program. Using the Pavement ME Design program, the required AC thickness for the new construction is higher than that required for the rehabilitation which is also questionable.

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)0.001
metaresearch head score (Gemma)0.003
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.010
Threshold uncertainty score0.020

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.003
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.018
GPT teacher head0.267
Teacher spread0.250 · 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 designSimulation or modeling
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
Published2014
Admission routes1
Has abstractyes

Explore more

Same venueTransportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du CanadaSame topicAsphalt Pavement Performance EvaluationFrench-language works237,207