Abstract
The article conducts a study to identify typical pavement defects and their geometric parameters that affect the nature of vehicle traffic and lead to excessive dynamic loads on road bridges not provided for by the design. Various research methods are used, including measurement of vehicle movement parameters, vehicle movement theory, diagnostics of bridge deck defects, and analysis of the impact of defects on automotive equipment. Accordingly, the results obtained in the article are based on the combination and analysis of information from specialists in road construction and automotive engineering. The results obtained can be used in mathematical modeling of the movement of vehicles over road bridges with defects and damage to the road surface.
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