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Reasons from layered-elastic stress/strain, traffic spectra, climate, and material temperature-dependence through AASHTOWare Pavement ME (MEPDG) hierarchical inputs, FWD deflection-basin backcalculation with GPR/core thickness, binder PG selection, and LTPP-calibrated transfer functions, while treating mis-specified traffic, seasonal moisture-weakened subgrade, reflective cracking, and construction segregation as first-class failure modes.