Review article

The article presents analysis results of the interrelation of methods of quality control in regard to the construction materials (on the example of concrete) and reliability indicators of the built structures. Transition exclusively to non-destructive control methods in evaluating the concrete strength will lead to decreasing of the confidence coefficient of the test. This will affect the safety factor and failure probability of structures. Solving this problem necessitates creating at the facility of the extended precision control system including both destructive and non-destructive control methods.