Hundreds of Falling Weight Deflectometer (FWD) tests were conductedto characterize the material properties of the test pad underaccelerated trafficking. Cores were obtained to verify pavementthickness and to determine material properties in the laboratory.In addition, FWD tests were performed on an instrumented pavementsection, and pressure cell and MDD data were simultaneously collected.Structural analysis of the pavement was performed by examiningresults from numerous sets of layer moduli. FWD deflections wereused to determine layer moduli through backcalculation. Theoreticalstress and strain were then computed using multi-layered elasticitybased programs. The theoretical stress and strain were then comparedto the measured pressure and strain. Furthermore, pavement lifewas computed using distress models suggested by the Asphalt Instituteand then compared with the actual termination life determinedin the field. The findings are presented in the paper.