Structural health monitoring is considered, because of the self-sensing concrete sensors. Cyclic loading causes fatigue failure in various structures, such as concrete pavements. Recently, the structural efficiency of concrete structures with various applications, to estimate the remaining life of concrete structures based on periodic tests and calculating the damage curve of the pavement, is common practice based on the results of inverse computations. Due to the test's cost and severity of errors in the process of evaluating and analyzing concrete pavement based on current methods, it is necessary to develop a new method for assessing the structural efficiency of concrete pavement. The purpose of this paper is to model a new method that, based on self-sensing properties in concrete sensors, can use the outputs of concrete sensors embedded in the pavement to evaluate their structural adequacy at any moment in time. This work has been published in the series of published articles so far to formulate the framework of this idea. First, the behavior of the concrete sensor is formulated by the relationship between the electrical output of the sensor and the maximum amount of force generated by the traffic, and then the fatigue equation governing from the sample originated from concrete pavement. To be based on, the analytical relationships found in various regulations such as AASHTO-1986, cumulative damage to the pavement is estimated by various traffic loads and in the next step, the remaining life of the pavement formulated.