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- W597680732 abstract "This paper is a summary of results from a study on the relative influence of design features on the performance of in-service flexible pavements. The data used in this study were from the SPS-1 experiment of the Long Term Pavement Performance program. This experiment was designed to investigate the effects of HMA surface layer thickness, base type, base thickness, and drainage on the performance of flexible pavements constructed under different site conditions (subgrade type and climate). Based on various statistical analyses conducted on the data, base type was found to be the most critical factor affecting fatigue cracking, roughness (IRI), and longitudinal cracking (in the wheel path). The best performance was shown by pavements with asphalt-treated bases. When combined with base type, drainage also plays an important role in improving pavement performance, especially in terms of fatigue and longitudinal cracking. Base thickness has only secondary effects, mainly for roughness and rutting. In addition, climate was found to have significant effects. Also, in general, pavements built on fine-grained soils have shown the worst performance, especially in terms of roughness. The study provides an overview of the interactions between design and site factors as well as new insights on various design options." @default.
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- W597680732 date "2006-01-01" @default.
- W597680732 modified "2023-09-26" @default.
- W597680732 title "Factors Affecting Flexible Pavement Performance Based on the LTPP SPS-1 Experiment" @default.
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