Asphalt binder exhibits viscoelastic behavior, meaning it combines characteristics of both viscous and elastic materials.
Its response to loading is strongly influenced by:
- What Is Viscoelastic Behavior?
- Why Does Asphalt Change With Temperature?
- What Is the Relationship Between Asphaltenes and Maltenes?
- What Happens When Asphalt Ages?
- Do Maltenes Simply Evaporate as Asphalt Ages?
- Why Can Overheating Be Dangerous?
- Why Must Temperature Be Controlled at the Asphalt Plant?
- How Does Aging Affect Pavement?
- 💡 Field Note
- 🎯 Key Takeaway
- Pertanyaan yang Sering Diajukan (FAQ)
- Glossary
- Temperature
- Loading duration
- Loading rate
- Binder condition and age
At low temperatures, asphalt binder tends to become stiffer and more susceptible to cracking.
At high temperatures, the binder becomes softer and more susceptible to permanent deformation such as rutting.
Over time, aging and oxidation can also make the binder progressively stiffer and less capable of accommodating deformation.
So temperature is not simply a number in asphalt construction.
Temperature determines how asphalt binder behaves.
What Is Viscoelastic Behavior?
Viscoelasticity is the behavior of a material that combines:

Viscous behavior → tends to flow and deform and
Elastic behavior → tends to recover after the load is removed.
Asphalt binder exhibits both characteristics.
That is why its response to traffic depends not only on how heavy the load is, but also how long the load acts and at what temperature.
At Low Temperatures
The binder becomes stiffer.
Under certain conditions, thermal and traffic-induced stresses can increase the risk of cracking.
At High Temperatures
The binder becomes softer.
Under repeated traffic loading, the mixture can become more susceptible to permanent deformation.
Therefore, asphalt does not have one fixed mechanical behavior.
Why Does Asphalt Change With Temperature?
Asphalt binder is chemically complex.
As temperature increases, molecular mobility within the binder increases, allowing the binder to deform more easily.
As temperature decreases, the binder becomes stiffer.
This is why engineers need to consider both:
High-Temperature Performance and
Low-Temperature Performance
An appropriate binder should:
- Not become excessively soft at high temperatures.
- Not become excessively brittle at low temperatures.
- Maintain adequate adhesion.
- Provide the required pavement performance.

What Is the Relationship Between Asphaltenes and Maltenes?
Asphalt binder is not made up of a single type of molecule.
It can broadly be described in terms of several chemical fractions:
- Asphaltenes
- Resins
- Aromatics
- Saturates
Asphaltenes are relatively heavy fractions that play an important role in binder structure and stiffness.
The term maltenes generally refers to the lighter fraction, broadly including resins, aromatics, and saturates.
The interaction between these fractions influences:
- Viscosity
- Stiffness
- Ductility
- Adhesion
- Temperature susceptibility
Therefore, it is too simplistic to say:
Asphaltenes = hard
Maltenes = flexible
The actual relationship is much more complex.
What Happens When Asphalt Ages?
Asphalt binder undergoes aging over time.
One of its primary mechanisms is oxidation.
In simple terms:
Oxygen + Binder
↓
Chemical Changes
↓
Binder Becomes Stiffer
↓
Ductility May Decrease
↓
Cracking Risk Increases
Aging can begin during production and continue throughout the pavement’s service life.
Exposure to:
- Oxygen
- Temperature
- Sunlight
- Water
- Time
- Traffic loading
can contribute to changes in binder properties.
Do Maltenes Simply Evaporate as Asphalt Ages?
Not exactly.
Some lighter components can undergo volatilization, particularly when exposed to high temperatures.
However, long-term aging is primarily associated with oxidation and changes in the chemical structure of the binder.
So it is not simply:
Maltenes evaporate → asphalt immediately becomes brittle.
A more accurate explanation is:
Aging changes the chemical balance and structure of asphalt binder, increasing stiffness and potentially reducing its ability to accommodate deformation.
Why Can Overheating Be Dangerous?
Asphalt binder temperature needs to be controlled during production and handling.
If the binder is exposed to excessively high temperatures or heat for too long, aging and volatilization can increase.
As a result, binder properties may change before the mixture is even placed on the road.
In simple terms:
Overheating
↓
Accelerated Aging / Volatilization
↓
Binder Properties Change
↓
Potential Increase in Stiffness
↓
Potential Reduction in Durability
However, not every high temperature automatically damages asphalt binder.
The actual effect depends on:
- Binder type
- Actual temperature
- Exposure duration
- Production conditions
- Storage conditions
- Material specifications
Why Must Temperature Be Controlled at the Asphalt Plant?
Temperature control is required throughout:
Heating → Mixing → Storage → Transportation → Paving → Compaction
If the temperature is too low:
- Mixing may not be adequate.
- Aggregate coating can be compromised.
- Workability decreases.
- Compaction becomes more difficult.
If the temperature is too high:
- Binder aging can accelerate.
- Volatilization can occur.
- Binder properties can change.
Therefore, the principle is not:
“The hotter, the better.”
It is:
“Use a temperature appropriate for the material and process.”
How Does Aging Affect Pavement?
Think about a relatively new asphalt binder.
It initially has properties that allow the mixture to accommodate certain levels of deformation and stress.
After years of exposure to:
Oxygen + Heat + Environment + Traffic the binder can become progressively stiffer.
As its ability to accommodate deformation decreases, the risk of cracking can increase.
This is one reason older pavement can exhibit different distress patterns compared with newly constructed pavement.
💡 Field Note
Don’t only ask: “What grade of asphalt are we using?” Also ask: “How was the asphalt heated and handled?” Even good-quality binder can experience changes in properties if heating, storage, or handling is not properly controlled.
Field Note
🎯 Key Takeaway
Asphalt does not have one fixed behavior. Its response changes with temperature, time, loading, and aging.
At high temperatures, binder becomes softer and more susceptible to deformation.
At low temperatures, binder becomes stiffer and can become more susceptible to cracking.
Over time, oxidation and aging can increase stiffness and reduce the binder’s ability to accommodate deformation.
In simple terms:
Temperature + Time + Load + Aging all influence asphalt binder performance.
Therefore, in pavement construction:
Temperature control is not simply about keeping asphalt hot. It is part of preserving the material's intended properties.
For Road Knowledge Hub ID, understanding the relationship between temperature, time, loading, aging, and asphalt binder properties is an important part of understanding pavement-material performance.
Pertanyaan yang Sering Diajukan (FAQ)
What is viscoelasticity?
Viscoelasticity is material behavior that combines viscous and elastic characteristics. Asphalt binder exhibits this behavior.
Why does asphalt become soft when heated?
Higher temperatures make asphalt binder easier to deform. Under repeated loading, this can increase the risk of permanent deformation.
Why can asphalt crack at low temperatures?
Low temperatures make the binder stiffer. If the resulting stresses exceed the material’s ability to accommodate them, cracking can occur.
What is asphalt aging?
Aging is the change in asphalt binder properties caused by time, temperature, oxygen, production processes, and environmental exposure.
Does aging only occur after the pavement is in service?
No. Aging can begin during production and heating and continue throughout the pavement’s service life.
Glossary
- EN – Viscoelasticity
Material behavior combining viscous and elastic characteristics.
- EN – Asphalt Binder
A bitumen-based binding material that holds aggregate together in an asphalt mixture.
- EN – Asphaltenes
Relatively heavy fractions in asphalt binder that contribute to binder structure and stiffness.
- EN – Maltenes
The lighter fraction of asphalt binder, broadly including resins, aromatics, and saturates.
- EN – Oxidation
A chemical reaction involving oxygen that can change asphalt binder properties and increase stiffness.



