Fatigue performance of foamed bitumen stabilised pavements under full-scale accelerated loading

This report presents the findings of a project that evaluates the fatigue performance of foamed bitumen stabilised (FBS) pavements under accelerated loading. Using accelerated pavement testing, the project evaluated three FBS host materials (100% crushed rock and two blends with 50% reclaimed asphalt pavement, and 80% previously cemented material). Each host material was stabilised with 3% bitumen and 2% hydrated lime. Accelerated loading cumulated over 3.6 million axle passes applied through a dual-wheel assembly initially loaded to 40 kN, and later increased to 60 kN. The inclusion of 50% RAP increased the fatigue performance without detrimental effect on rut resistance. Whilst the average field fatigue performance of the previously cemented stabilised mix was similar to that of 100% crushed rock, performance variability needs further consideration on a risk-based basis for highly stressed applications. This report proposes a new definition for FBS design modulus and developing improved in-service fatigue relationships for structural thickness design of FBS layers. These relationships will utilise new laboratory fatigue relationships together with laboratory-to-field shift factors developed to reflect in-service performance.

Media Info

  • Pagination: 123p

Subject/Index Terms

Filing Info

  • Accession Number: 01841404
  • Record Type: Publication
  • Source Agency: ARRB Group Limited
  • ISBN: 9781922700308
  • Report/Paper Numbers: AP-T363-22
  • Files: ITRD, ATRI
  • Created Date: Apr 4 2022 3:44PM