Rubber Asphalt Derived from Waste Tires in Japan

2026-03-08

Reasons why rubber asphalt derived from waste tires has not been standardized in Japan are examined from the perspectives of systems, equipment, and evaluation criteria. This analysis focuses on structural conditions rather than performance arguments.

Premise Organization

Rubber asphalt is an established technology

Implementation examples exist overseas

Limited adoption examples also exist in Japan

It is not a situation where the technology is impossible

There are other reasons why it has not been standardized

Relationship with Existing Technologies

Maturity of Mainstream Pavements

Polymer-modified asphalt

SMA (Stone Mastic Asphalt pavement)

Porous pavement

Long-term track record

Incorporation into specifications

Stable construction framework

No major defects have emerged in existing structures

Strength of Replacement Incentives

Performance insufficiency is not clearly identified

The necessity for substitution is weak

The system is not designed for abrupt changes

Climate and Construction Conditions

Meteorological Environment

High temperature and humidity

Heavy rainfall

Freeze-thaw cycles

Large regional differences

Conditions differ from solutions optimized for dry climates

Construction Stability

Moisture management is important

Risk of quality variability

Market structure emphasizing reproducibility

Facilities and Supply Structure

Plant Compatibility

High-temperature mixing

Swelling time management

Dedicated blending equipment

Compatibility with existing facilities is limited

Investment Rationality

Nationwide standardization requires equipment renewal

The motivation for renewal needs to originate from the institutional side

Evaluation Criteria in Public Procurement

Cost Evaluation

Emphasis on initial cost

Life cycle evaluation is limited

Life extension effects are not strongly reflected in the system

Risk Avoidance Tendency

Emphasis on track record

Structure that avoids deviation from specifications

New technologies tend to be introduced gradually

Current Status of Waste Tire Processing

Processing Routes

Cement fuel

Steel mill fuel

High thermal recycling rate

Urgency

Processing pressure has not become apparent

Policy pressure is weak

Structural Interpretation

Not because performance is inferior

Differences in institutional conditions

Differences in evaluation criteria

Existence of existing facility assets

There is also rationality in not adopting it

Rubber pavement can be positioned as an institutional structural issue rather than a material issue