Elastomer-Coated Asphalt Additives for Rutting and Crack Resistance

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Asphalt pavements face issues such as rutting, fatigue cracking, thermal cracking, and moisture damage due to the decline in asphalt quality and the inefficiencies of existing lab testing methods, leading to premature failure and increased life-cycle costs.

Innovation Solution

A dry mix process for asphalt additive compositions involving coating substrate particles like crumb rubber with a polymer and crosslinking agent, which enhances stress transfer and crack pinning, improving rutting resistance and cracking performance while reducing stickiness and meeting MSCR and m-value requirements.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional asphalt binder is used, then the asphalt mixture can be produced with standard materials, but the pavement exhibits premature failure due to rutting, fatigue cracking, thermal cracking, and moisture damage

Engineering Contradiction:
Improvepavement performanceVSAvoidpavement service life
Core Design Contradiction:
ReliabilityVSDuration of action of stationary object

Solution Approach 1:

The patent modifies the asphalt binder by adding specific components (polymer, crosslinking agent, filler) in controlled amounts to change its physical and chemical parameters. This creates a modified asphalt binder with improved rheological properties that resists rutting, cracking, and moisture damage, directly addressing the reliability and service life issues

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent creates a composite asphalt binder by combining asphalt base stock with polymer, crosslinking agent, and filler to form a multi-component system. This composite structure provides enhanced mechanical properties and durability compared to conventional single-component asphalt binders

Inventive Principle:
Principle #40Composite materials

2Productivity

If existing lab testing methods are used, then testing can be performed with current equipment, but the testing efficiency is insufficient to keep pace with new mix designs and material combinations

Engineering Contradiction:
Improvetesting efficiencyVSAvoidtesting time
Core Design Contradiction:
ProductivityVSLoss of time

Solution Approach 1:

The patent extracts the critical performance evaluation from complex field performance tracking and concentrates it into specific laboratory tests (rutting resistance, cracking resistance, moisture susceptibility). This allows for faster, more efficient testing while maintaining predictive value for pavement performance

Inventive Principle:
Principle #2Taking out (Extraction)

3Reliability

If more comprehensive testing is performed to evaluate new mix designs, then better pavement performance can be ensured, but the testing process becomes more time-consuming and less efficient

Engineering Contradiction:
Improvepavement performance predictionVSAvoidtesting duration
Core Design Contradiction:
ReliabilityVSLoss of time

Solution Approach 1:

The patent performs preliminary laboratory testing on binder and mix samples to predict field performance before actual pavement construction. This preliminary evaluation of rutting resistance, cracking resistance, and moisture susceptibility prevents costly field failures while avoiding the need for extended field monitoring periods

Inventive Principle:
Principle #10Preliminary action

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The process enhances asphalt's rutting resistance, reduces cracking, and improves workability, ensuring compliance with state highway agency standards without the need for additional equipment or handling procedures, thus extending pavement life and reducing costs.

Implementation Method 1

coating substrate particles like crumb rubber with a polymer and crosslinking agent, which enhances stress transfer and crack pinning

Methodology Applied
Scientific EffectAdhesion: Adhesive

Implementation Method 2

coating substrate particles like crumb rubber with a polymer and crosslinking agent

Methodology Applied
Scientific EffectCrosslinking: Chemical Bonding

Data Source

PatentEP3218547B1Asphalt additive compositions and methods of making and using thereof
Publication Date: 2025.10.29 DONGRE LAB SERVICES
  • EP3218547B1 patent drawingFigure 1
  • EP3218547B1 patent drawingFigure 2
  • EP3218547B1 patent drawingFigure 3

AI summary

A composition useful as an asphalt additive includes a plurality of substrate particles and a coating layer disposed on the particles, the coating layer including a solid elastomer. A method of producing an asphalt additive includes mixing an emulsion comprising an elastomer with a plurality of substrate particles. Another composition useful as an asphalt additive includes a plurality of substrate particles substantially coated with a first coating layer and a second coating layer, the first coating layer including a solid elastomer. An asphalt mix includes the asphalt additive composition, aggregate, and a binder.