Challenges in estimating airfield pavement strength

Τhe knowledge of the bearing capacity of airfield pavements consists a valuable information for airport authorities in terms of airport asset management. This information can be also used for reporting the load-bearing capacity of airfield pavements according to globally recognized systems, which pr...

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Bibliographic Details
Main Authors: Angeliki Armeni, Andreas Loizos
Format: Article
Language:English
Published: Elsevier 2025-06-01
Series:Transportation Engineering
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Online Access:http://www.sciencedirect.com/science/article/pii/S2666691X25000429
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Summary:Τhe knowledge of the bearing capacity of airfield pavements consists a valuable information for airport authorities in terms of airport asset management. This information can be also used for reporting the load-bearing capacity of airfield pavements according to globally recognized systems, which provide a useful communication code between the involved parties. However, since a detailed technical evaluation for accurately assessing the bearing capacity of an airfield pavement may be not always feasible in practice, reporting through the newly introduced index denoted as (Pavement Classification Rating) PCR becomes a challenging task. On this basis historical data of the existing (Pavement Classification Number) PCN index already available to airport authorities may be also useful. Therefore, the present study aims to investigate the existence of any potential correlation between PCN and PCR that could provide an overview of the modified reported strength expressed through PCR, in order to optimize decision-making procedures. For this reason, the PCN and PCR indices for various flexible and rigid airfield pavement cross-sections are determined according to Federal Aviation Administration (FAA) procedures. The study demonstrates the benefits of developing a model, which can provide a useful tool for airport authorities in order to support decision-making planning optimization in terms of airport asset management.
ISSN:2666-691X