01553093

Component

https://doi.org/10.3141/2506-14

Traditionally, moisture damage of asphalt concrete (AC) is evaluated by comparing the macroscale strength and stiffness values of a set of moisture- or vapor-conditioned samples with those of a set of unconditioned AC samples. The moisture damage of a bulk (liquid) asphalt binder is determined by the surface energy components of the binder with a Wilhelmy plate device: the most recent and advanced way to evaluate moisture damage in liquid asphalt. Despite these advancements, moisture damage in AC or asphalt binder is an unsolved issue. Different from previous approaches, this study evaluated the moisture damage of thin films of asphalt deposited on glass substrates, conditioned at 25%, 49%, and 71% vapors, and used a nanoindentation technique for testing. In nanoindentation, a point load indents the asphalt film surface and load–displacement data are recorded. The study analyzed nanoindentation data with the traditional Oliver–Pharr method and a nontraditional mechanical model that captures the viscoelastoplastic behavior of the indented film with spring, dashpot, and rigid (SDR) body elements. The model results showed that the modulus and hardness of asphalt film decreased with an increase in vapor level. The SDR model showed that at higher humidity, at 49% and 71% humidity conditions, the viscosity decreased by approximately 60% in thin film binder.

01596058

15-5535

English

pp 126–136

2015

Transportation Research Record: Journal of the Transportation Research Board

9780309369299

Print

Figures (9) ; Photos; References (25) ; Tables (1)

Asphalt concrete; Bituminous binders; Hardness; Modulus of elasticity; Moisture damage; Viscosity

Mechanical models; Nanoindentation; Vapor conditioning

Highways; Materials; Pavements

TRIS, TRB, ATRI

Dec 30 2014 1:52PM

• Biomodification of Rubberized Asphalt and Its High Temperature Properties
• Characterization of Adhesion and Healing at the Interface Between Asphalt Binders and Aggregate Using Atomic Force Microscopy
• Correlating Laboratory Test Methodologies to Measure Skid Resistance of Pavement Surfaces
• Development of an Analytical Model to Predict the Field Permeability of Asphalt Pavements
• Effect of Mineral Fillers on the Oxidative Aging of Asphalt Binders: Laboratory Study with Mastics
• Effect of Recycling Agents on the Laboratory Performance of Asphalt Mixtures Containing Recycled Asphalt Shingles
• Effect of Water Content on Binder Foaming Characteristics and Foamed Mixture Properties
• Fatigue and Rutting Evaluation of Laboratory-Produced Asphalt Mixtures Containing Reclaimed Asphalt Pavement
• Fatigue Performance Evaluation of Rubberized Porous European Mixture by Simplified Viscoelastic Continuum Damage Model
• Improved Methodology to Evaluate Fracture Properties of Warm-Mix Asphalt Using Overlay Test
• Laboratory Tests and Numerical Simulations of Mixing Superheated Virgin Aggregate with Reclaimed Asphalt Pavement Materials
• Numerically Supported Experimental Determination of the Behavior of the Interlayer Bond in Asphalt Pavement
• Precision of the Hamburg Wheel-Track Test
• Quantitative Characterization of Binder Blending: How Much Recycled Binder Is Mobilized During Mixing?
• Use of the Resilient Modulus Test to Characterize Asphalt Mixtures with Recycled Materials and Recycling Agents