Assessing Damage to Airport Pavement Structure due to Complex Gear Loads

Abstract

The Federal Aviation Administration’s National Airport Pavement Test Facility (NAPTF) was constructed to generate high-quality, full-scale accelerated test data from pavements subjected to dynamic simulated heavy aircraft traffic. During the first round of testing, the flexible pavement sections were subjected to dual-tridem Boeing 777 gear and dual-tandem Boeing 747 gear trafficking to study and compare their effect on pavement structural responses and rutting performance. This paper presents the results from traffic testing on a low-strength subgrade flexible pavement section with a substantially thick unbound granular subbase layer. Data from in situ instrumentation and heavy weight deflectometer (HWD) testing were analyzed at different stages of trafficking to evaluate the pavement structural deterioration imposed by the test gears. At the end of traffic testing, posttraffic forensic investigation studies were conducted to investigate the failure mechanism of pavement structures. The results showed that the maximum HWD deflections