The document contains the input parameters and results of a pavement design analysis using a linear elastic layered system model. The analysis was performed for a 3-layer pavement system with different thicknesses and moduli for each layer, under a single load group with a contact pressure of 120 psi. The results show the radial and vertical displacements, stresses, and strains at 4 radial coordinate points within each layer for the given loading condition.