Development of A balanced mix design approach for stone Matrix asphalt mixtures

• A new design method was developed for durable asphalt mix with innovative materials. • Balanced Mix Design approach was applied to Stone Matrix Asphalt mixtures. • This approach considered Stone Matrix Asphalt specific volumetrics and performance. • Binder content was optimized based on cracking and rutting performance requirements. • Using innovative materials like local aggregates in gap-graded mixtures is practical. Stone Matrix Asphalt (SMA) has been widely used as a durable, high-quality mixture for primary roads. With the growing interest in incorporating innovative materials into SMA designs, developing effective and reliable mix design methodologies has become essential to ensure durability, sustainability, and cost-effectiveness. While performance tests have gained national acceptance for asphalt mix design and balanced mix design (BMD) methods have been adopted in many states for hot mix asphalt (HMA), SMA has not been fully considered with the BMD implementation. This study aimed to develop a BMD approach for SMA, incorporating both SMA-specific volumetric parameters and performance requirements. To achieve this, a new approach was developed based on BMD methods outlined in the American Association of State Highway and Transportation Officials (AASHTO) standards MP 46 and PP 105. It combined the advantages of Approaches A, which focused on the volumetric parameters to form the stone-on-stone structure, and Approach B, which allowed adjustments to binder content based on performance test results. The approach was demonstrated using two mix designs: one with traprock (a typical aggregate specified for SMA) and the other with steel slag (a commonly used innovative material) as coarse aggregates. The results indicated that the SMA with traprock met the performance requirements based on the initial volumetric design. However, the initial volumetric design for the SMA mixture with steel slag yielded insufficient cracking resistance. After conducting performance tests at multiple binder levels, a balanced binder content range was determined that met both cracking and rutting resistance criteria.

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Publication Details

Journal
Cleaner Materials
Published
2025-06-09
DOI
https://doi.org/10.1016/j.clema.2025.100328
Citations
2
Primary Topic
Geotechnical and construction materials studies
Type
article
Field-Weighted Citation Impact
1.91

Funders

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article

Development of A balanced mix design approach for stone Matrix asphalt mixtures

Bo Lin, Yizhuang David Wang, Jenny Liu
2 citations
Cleaner Materials
Geotechnical and construction materials studies
1.91
article

Development of A balanced mix design approach for stone Matrix asphalt mixtures

Bo Lin, Yizhuang David Wang, Jenny Liu
article en
2 citations

Abstract

• A new design method was developed for durable asphalt mix with innovative materials. • Balanced Mix Design approach was applied to Stone Matrix Asphalt mixtures. • This approach considered Stone Matrix Asphalt specific volumetrics and performance. • Binder content was optimized based on cracking and rutting performance requirements. • Using innovative materials like local aggregates in gap-graded mixtures is practical. Stone Matrix Asphalt (SMA) has been widely used as a durable, high-quality mixture for primary roads. With the growing interest in incorporating innovative materials into SMA designs, developing effective and reliable mix design methodologies has become essential to ensure durability, sustainability, and cost-effectiveness. While performance tests have gained national acceptance for asphalt mix design and balanced mix design (BMD) methods have been adopted in many states for hot mix asphalt (HMA), SMA has not been fully considered with the BMD implementation. This study aimed to develop a BMD approach for SMA, incorporating both SMA-specific volumetric parameters and performance requirements. To achieve this, a new approach was developed based on BMD methods outlined in the American Association of State Highway and Transportation Officials (AASHTO) standards MP 46 and PP 105. It combined the advantages of Approaches A, which focused on the volumetric parameters to form the stone-on-stone structure, and Approach B, which allowed adjustments to binder content based on performance test results. The approach was demonstrated using two mix designs: one with traprock (a typical aggregate specified for SMA) and the other with steel slag (a commonly used innovative material) as coarse aggregates. The results indicated that the SMA with traprock met the performance requirements based on the initial volumetric design. However, the initial volumetric design for the SMA mixture with steel slag yielded insufficient cracking resistance. After conducting performance tests at multiple binder levels, a balanced binder content range was determined that met both cracking and rutting resistance criteria.

Cleaner MaterialsVol. 17
Missouri University of Science and Technology (US), North Carolina Agricultural and Technical State University (US)
Missouri Department of Transportation
Openalex Percentile: Top 15%
Geotechnical and construction materials studies
1.91
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