Fatigue Endurance Limit for Highway and Airport Pavements

The existence of a fatigue endurance limit has been postulated for a considerable time. With the increasing emphasis on extended-life hot-mix asphalt pavement, or perpetual pavement, verification of the existence of this endurance limit, a strain below which none or very little fatigue damage develops, has become a substantial consideration in the design of these new multilayered full-depth pavements. Fatigue data are presented that were collected on a surface mix and a binder mixture tested for an extended period from 5 million to 48 million load repetitions at strain levels down to 70 microstrain. The fatigue results are analyzed in the traditional manner and using the dissipated energy ratio. This analysis shows that there is a difference in the data at normal strain levels recommended for fatigue testing and at the low strain levels. This difference cannot substantiate an endurance limit using traditional analysis procedures, but the dissipated energy approach clearly shows a distinct change in material behavior at low flexural strain levels, which supports the fact that at low strain levels the damage accumulated from each load cycle is disproportionately less than what is predicted from extrapolations of fatigue testing at normal strain levels. This reduced damage may be attributed to the healing process. The conclusion of this study is that laboratory testing can verify the existence of a fatigue endurance limit in the range of 90 to 70 microstrain below which the fatigue life of the mixture is significantly extended relative to normal design considerations.

[1]  A C Pronk,et al.  ENERGY DISSIPATION: THE LEADING FACTOR OF FATIGUE. THE UNITED STATES STRATEGIC HIGHWAY RESEARCH PROGRAM. SHARING THE BENEFITS. CONFERENCE ORGANIZED BY THE INSTITUTION OF CIVIL ENGINEERS IN COOPERATION WITH U.S. STRATEGIC HIGHWAY RESEARCH PROGRAM, 29TH-31ST OCTOBER 1990, TARA HOTEL, KENSINGTON, LONDO , 1990 .

[2]  Khalid A. Ghuzlan.  Fatigue Damage Analysis in Asphalt Concrete Mixtures Based Upon Dissipated Energy Concepts , 2001 .

[3]  Samuel H Carpenter,et al.  Energy-Derived, Damage-Based Failure Criterion for Fatigue Testing , 2000 .

[4]  Carl L Monismith,et al.  Modeling fatigue response of asphalt-aggregate mixtures , 1993 .

[5]  J Myre.  FATIGUE OF ASPHALT PAVEMENTS . THIRD INTERNATIONAL CONFERENCE ON BEARING CAPACITY OF ROADS AND AIRFIELDS. PROCEEDINGS, NORWEGIAN INSTITUTE OF TECHNOLOGY, TRONDHEIM, NORWAY, JULY 3-5 1990. VOLUMES 1-2 , 1990 .

[6]  G W Maupin,et al.  SIMPLE PROCEDURE FOR FATIGUE CHARACTERIZATION OF BITUMINOUS CONCRETE , 1976 .

[7]  A C Pronk,et al.  ENERGY DISSIPATION: THE LEADING FACTOR OF FATIGUE , 1991 .

[8]  Khalid A. Ghuzlan.  Traditional Fatigue Analysis of Asphalt Concrete Mixtures , 2003 .

[9]  J A Epps,et al.  Asphalt mixture behavior in repeated flexure , 1970 .

[10]  G M Rowe,et al.  Performance of asphalt mixtures in the trapezoidal fatigue test , 1993 .

[11]  David E. Newcomb,et al.  CONCEPTS OF PERPETUAL PAVEMENTS , 2001 .

[12]  Frank Fee,et al.  Aggregate gradation characterization factors and their relationships to fracture energy and failure strain of asphalt mixtures , 2002 .

[13]  S H Carpenter,et al.  FATIGUE BEHAVIOR UNDER NEW AIRCRAFT LOADING CONDITIONS , 1997 .

[14]  D. Little,et al.  USE OF DYNAMIC MECHANICAL ANALYSIS (DMA) TO EVALUATE THE FATIGUE AND HEALING POTENTIAL OF ASPHALT BINDERS IN SAND ASPHALT MIXTURES (WITH DISCUSSION AND CLOSURE) , 2002 .