Related Experiment Video
Updated: Aug 15, 2025

08:03
Advanced Self-Healing Asphalt Reinforced by Graphene Structures: An Atomistic Insight
Published on: May 31, 2022
4.6K
Effects of Field Aging on Material Properties and Rutting Performance of Asphalt Pavement
Haoyang Wang1,2, Yu Zhu3, Weiguang Zhang3
1RoadMaint Co., Ltd., Beijing 100095, China.
Materials (Basel, Switzerland)
|January 8, 2023
Summary
Field asphalt aging significantly stiffens pavement mixtures, impacting rutting performance over time. Key indicators like MSCR R3.2 and dynamic modulus are sensitive to aging, influencing pavement durability.
Area of Science:
- Civil Engineering
- Materials Science
- Geotechnical Engineering
Background:
- Pavement performance is influenced by asphalt aging and material property changes over time.
- Understanding field asphalt aging is crucial for predicting pavement rutting performance.
- NCHRP 9-49A project monitored pavement aging across diverse climate zones.
Purpose of the Study:
- To evaluate field asphalt aging through material property changes in pavements.
- To investigate the impact of asphalt aging on field rutting performance.
- To identify key parameters sensitive to field aging and correlated with rut depth.
Main Methods:
- Monitored four pavement projects in three climate zones at construction and 2-3 years post-traffic.
- Collected construction data, drilled field cores for asphalt binder and mixture property evaluation.
- Measured field rut depth, pavement structure, climate data, and base/subgrade moduli.
Main Results:
- Asphalt aging is a primary cause of asphalt mixture stiffening, though not always linear.
- Multiple Parameter Stress Control (MSCR) R3.2 and dynamic modulus are most sensitive to field aging.
- Field rut depth correlates with climate (humidity, high-temp hours, solar radiation), material properties (Hamburg rut depth, MSCR, dynamic modulus), and air voids.
Conclusions:
- Field asphalt aging significantly impacts pavement material properties and rutting performance.
- Climate conditions, specific material properties, and air voids are critical factors influencing pavement rutting.
- MSCR and dynamic modulus serve as key indicators for assessing asphalt aging effects.
Related Concept Videos
Fatigue Strength of Concrete
244
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
244
Fatigue
223
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
223
Unsoundness of Aggregate due to Volume Change
156
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
156
Toughness and Hardness of Aggregate
313
Toughness and hardness are critical properties of aggregate materials used in concrete, particularly on pavement surfaces and industrial flooring subjected to heavy loads. Toughness is defined as the aggregate's resistance to failure by impact and is measured by the aggregate impact value (AIV). For this, the aggregate impact value test is performed, wherein the impact is delivered by a standard hammer, which falls freely under its own weight onto the aggregates. The aggregates fragment in...
313
Abrasion Resistance of Concrete
177
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
177
Effects of Air-entrainment in Concrete
123
Air entrainment in concrete significantly enhances the material's durability, especially in environments subjected to freeze-thaw cycles. Introducing small air bubbles into the concrete mix acts as internal voids that accommodate the expansion of water when it freezes, thereby alleviating internal stress and preventing structural cracks. This function is crucial in climates with significant freezing and thawing, as it protects the concrete from repeated stresses that could lead to premature...
123

