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The article gives a brief overview of the developed mechanical-statistical method of assessment of durability indicators of flexible pavements. It contains the main prerequisites of the study and the results of the study of the change in the indicators of mathematical expectation and variance of the main structural parameters of flexible pavements while in operation. Implementation of this method is illustrated with the example of calculation of the gamma-percentile remaining service life and operating life of the pavement.

Assessment of Durability Indicators of Flexible Pavements on the Basis of the Mechanical-Statistical Method