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1993 AASHTO Rigid Pavement Structural Design Empirical equations are used to relate observed or measurable phenomena with outcomes. There are many different types of empirical equations available today but this section will present the 1993 AASHTO Guide basic design equation for rigid pavements as an example. The reliability of the pavement design-performance process is the probability that a pavement section designed using the process will perform satisfactorily over the traffic and environmental conditions for the design period (AASHTO, 1993 [1]). In other words, there must be some assurance that a pavement will perform as intended given. 1993 aashto rigid pavement design.