01474848

Component

https://doi.org/10.3141/2373-01

http://scholar.google.com...oush&publication_year=2013

One of the main requirements of designing perpetual pavements is to determine the endurance limit of hot-mix asphalt (HMA). The endurance limit, as applied to HMA and flexible pavement design, is the strain or stress level below which the HMA would endure indefinite fatigue load repetitions and the pavement would not experience bottom-up fatigue cracking. The purpose of this study is to validate the endurance limit for HMA by using laboratory beam fatigue tests. A rational procedure was developed to determine the endurance limit of HMA attributable to healing that occurs during the rest periods between loading cycles. Relating healing to endurance limit makes this procedure unique compared with previous research projects that investigated these concepts separately. An extensive laboratory testing program was conducted according to AASHTO T 321-03 test procedure as a part of NCHRP Project 9-44A. Six factors that affected the fatigue response of HMA were evaluated: binder grade, binder content, air voids, test temperature, rest period, and applied strain. The endurance limit was determined when no accumulated damage occurred and indicated complete healing during the rest period after each load application. A threshold rest period of about 5 s for a load duration of 0.1 s—beyond which no more healing was gained—was obtained. HMA exhibits endurance limits ranging from 37 to 246 microstrains, depending on mixture properties and environmental conditions. The results of this study can be used to design perpetual pavements that can sustain a large number of loads if traffic volumes and vehicle weights are controlled.

01517321

13-0691

English

pp 1–10

2013

Transportation Research Record: Journal of the Transportation Research Board

9780309287081

Print

Figures (8) ; References (25) ; Tables (3)

Fatigue limit; Fatigue tests; Hot mix asphalt; Laboratory tests; Pavement design; Perpetual pavements

Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways

TRIS, TRB, ATRI

Feb 5 2013 12:15PM

• Approach for Quantifying the Effect of Binder Oxidative Aging on the Viscoelastic Properties of Asphalt Mixtures
• Comparison of Uniaxial and Four-Point Bending Fatigue Tests for Asphalt Mixtures
• Constitutive Modeling of Cyclic Viscoplastic Response of Asphalt Concrete
• Constitutive Modeling of Fatigue Damage Response of Asphalt Concrete Materials
• Development of Calibration Testing Protocol for Permanent Deformation Model of Asphalt Concrete (With Discussion and Closure)
• Laboratory Hot-Mix Asphalt Cracking Testing: Evaluation of Three Repeated Loading Crack Tests
• Local Practice of Assessing Dynamic Modulus Properties for Washington State Mixtures
• Mechanistic-Based Approach to Evaluate Rutting Susceptibility of Hot-Mix Asphalt Mixtures by Use of Dynamic Triaxial Testing
• Modeling Water Vapor Diffusion in Pavement and Its Influence on Fatigue Crack Growth of Fine Aggregate Mixture
• Modified Paris’s Law to Predict Entire Crack Growth in Asphalt Mixtures
• Nonlinear Viscoelastic Behavior of Asphalt Concrete and Its Implication for Fatigue Modeling
• Permanent Deformation Characterization of Asphalt Mixtures by Using Incremental Repeated Load Testing
• Three-Dimensional Microstructural Modeling of Asphalt Concrete by Use of X-Ray Computed Tomography