Impact of layer thickness variations on pavement performance and life-cycle cost

This study evaluates the impact of asphalt pavement layer thickness variations on structural performance and life-cycle costs. Factors such as materials quality, traffic load, and construction precision affect durability, with layer thickness deviations causing earlier failures and increased life cycle costs. This research combines pavement performance prediction and life-cycle cost analysis (LCCA) of pavements designed by the California Bearing Ratio (CBR) method and the Brazilian mechanistic-empirical (M-E) method. Eight scenarios, including designed and as-built structures, were analyzed based on field-extracted cores. The Monte Carlo method simulated thickness variability, assessing its effect on performance and costs over 120 months, focusing on cracking evolution. The results showed that M-E designs are initially more expensive but offer superior long-term cost-benefit by reducing maintenance. A 10% increase in layer thickness resulted in less maintenance and 63% cost reduction, highlighting economic advantage of better designs. The analysis can include other factors and other M-E methods.

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Publication Details

Journal
Transportes
Published
2026-10-28
DOI
https://doi.org/10.58922/transportes.v34.e3226
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
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article

Impact of layer thickness variations on pavement performance and life-cycle cost

Jorge Luis Santos Ferreira, Iuri Sidney Bessa, Beatriz Chagas Silva Gouveia, Jorge Barbosa Soares et al.
Transportes
Asphalt Pavement Performance Evaluation
article

Impact of layer thickness variations on pavement performance and life-cycle cost

Jorge Luis Santos Ferreira, Iuri Sidney Bessa, Beatriz Chagas Silva Gouveia, Jorge Barbosa Soares, Lucas Feitosa de Albuquerque Lima Babadopulos, Jardel Andrade de Oliveira, Juceline Batista dos Santos Bastos
article en

Abstract

This study evaluates the impact of asphalt pavement layer thickness variations on structural performance and life-cycle costs. Factors such as materials quality, traffic load, and construction precision affect durability, with layer thickness deviations causing earlier failures and increased life cycle costs. This research combines pavement performance prediction and life-cycle cost analysis (LCCA) of pavements designed by the California Bearing Ratio (CBR) method and the Brazilian mechanistic-empirical (M-E) method. Eight scenarios, including designed and as-built structures, were analyzed based on field-extracted cores. The Monte Carlo method simulated thickness variability, assessing its effect on performance and costs over 120 months, focusing on cracking evolution. The results showed that M-E designs are initially more expensive but offer superior long-term cost-benefit by reducing maintenance. A 10% increase in layer thickness resulted in less maintenance and 63% cost reduction, highlighting economic advantage of better designs. The analysis can include other factors and other M-E methods.

TransportesVol. 34
Universidade Federal do Ceará (BR), Instituto Federal de Educação, Ciência e Tecnologia do Ceará (BR), Universidade Federal do Maranhão (BR)
Conselho Nacional de Desenvolvimento Científico e Tecnológico
Industry, innovation and infrastructure, Sustainable cities and communities
Openalex Percentile: Top 19%
Asphalt Pavement Performance Evaluation
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