Binary blended filler of spent fluid catalytic cracking (FCC) catalyst (ECat) and limestone for asphalt mixtures

The asphalt industry faces significant challenges regarding long-term durability, sustainability, with urgent need for decarbonisation. This study focuses on the reuse of a spent catalyst from the fluid catalytic cracking (FCC) unit, known as equilibrium catalyst (ECat), as a constituent of the binary-blended filler with limestone for asphalt mixtures. Since 2019, ECat has been officially classified in Portugal (to the authors’ knowledge, the only country) as a by-product eligible for use in construction materials, supporting its potential valorisation. A comprehensive chemical, geometrical, and physical characterisation revealed that ECat’s aluminosilicate-based composition with an exceptionally high specific surface area promotes a high bitumen number and a high Rigden Voids value. These properties enhance filler-bitumen affinity and mastic cohesion, but cause early stiffening when ECat fully replaces conventional filler. Asphalt mastics incorporating 15–30% ECat-limestone blended filler achieved a balance between stiffness and workability while meeting technical and normative thresholds; 15% is recommended to avoid excessive stiffening. Statistical analyses identified bitumen number, Rigden voids and absorption capacity as dominant predictors of mastic behaviour, enabling predictive models for filler optimisation. ECat allowed a reduction in bitumen content up to 10% without compromising the mechanical behaviour of asphalt mixtures while improving their functional performance. Overall, ECat improves high temperature performance and filler-bitumen interaction, offering a potential scalable circular-economy solution for ECat; field-scale mixture testing and long-term ageing assessments are recommended before widescale implementation. • Spent FCC catalyst (ECat) valorised in binary blend filler for asphalt mastics. • 15% ECat-limestone blended filler maintains workability and meets standards. • ECat-bitumen interaction enhances mastic cohesion and high-temperature performance. • ECat mixtures show similar or improved fatigue, deformation and water resistance. • Use of ECat reduces bitumen content supporting circular economy in asphalt industry.

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Publication Details

Journal
Construction and Building Materials
Published
2026-03-26
DOI
https://doi.org/10.1016/j.conbuildmat.2026.146104
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

Binary blended filler of spent fluid catalytic cracking (FCC) catalyst (ECat) and limestone for asphalt mixtures

Carla Costa, Giuseppe Alanza, Ana Cristina Freire, Henrique M. Borges Miranda
Construction and Building Materials
Asphalt Pavement Performance Evaluation
article

Binary blended filler of spent fluid catalytic cracking (FCC) catalyst (ECat) and limestone for asphalt mixtures

Carla Costa, Giuseppe Alanza, Ana Cristina Freire, Henrique M. Borges Miranda
article en

Abstract

The asphalt industry faces significant challenges regarding long-term durability, sustainability, with urgent need for decarbonisation. This study focuses on the reuse of a spent catalyst from the fluid catalytic cracking (FCC) unit, known as equilibrium catalyst (ECat), as a constituent of the binary-blended filler with limestone for asphalt mixtures. Since 2019, ECat has been officially classified in Portugal (to the authors’ knowledge, the only country) as a by-product eligible for use in construction materials, supporting its potential valorisation. A comprehensive chemical, geometrical, and physical characterisation revealed that ECat’s aluminosilicate-based composition with an exceptionally high specific surface area promotes a high bitumen number and a high Rigden Voids value. These properties enhance filler-bitumen affinity and mastic cohesion, but cause early stiffening when ECat fully replaces conventional filler. Asphalt mastics incorporating 15–30% ECat-limestone blended filler achieved a balance between stiffness and workability while meeting technical and normative thresholds; 15% is recommended to avoid excessive stiffening. Statistical analyses identified bitumen number, Rigden voids and absorption capacity as dominant predictors of mastic behaviour, enabling predictive models for filler optimisation. ECat allowed a reduction in bitumen content up to 10% without compromising the mechanical behaviour of asphalt mixtures while improving their functional performance. Overall, ECat improves high temperature performance and filler-bitumen interaction, offering a potential scalable circular-economy solution for ECat; field-scale mixture testing and long-term ageing assessments are recommended before widescale implementation. • Spent FCC catalyst (ECat) valorised in binary blend filler for asphalt mastics. • 15% ECat-limestone blended filler maintains workability and meets standards. • ECat-bitumen interaction enhances mastic cohesion and high-temperature performance. • ECat mixtures show similar or improved fatigue, deformation and water resistance. • Use of ECat reduces bitumen content supporting circular economy in asphalt industry.

Construction and Building MaterialsVol. 521
Universidade Politécnica de Lisboa (PT), National Laboratory for Civil Engineering (PT)
Industry, innovation and infrastructure
Openalex Percentile: Top 6%
Asphalt Pavement Performance Evaluation
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