Evaluating the suitability of CRMB for high performance asphalt applications

High modulus asphalt concrete is widely used in regions with hot/mild weathers and ultra-heavy traffic due to its superior stiffness and durability. However, its use in cold climates is limited, as the stiff binders typically employed become brittle at low temperatures. To address this, high performance asphalt concrete (HPAC) tailored for cold regions is needed. This study explores the optimization of crumb rubber modifier (CRM) content for HPAC applications, targeting a high-temperature performance grade (PG) of 82 as a performance benchmark. A PG 64-22 binder was modified with 30 mesh (600 µm) CRM at 3%–15% concentrations and blended for 30–90 min at 180 °C. The dynamic modulus curve confirmed that 12% CRM achieves the PG 82 target, striking a balance between stiffness and flexibility. Blending time optimization showed no significant difference in PG across durations, allowing for shorter blending times, supporting the feasibility of in-field blending. Although storage stability due to phase separation remains a concern, in-field blending effectively addresses this issue and enhances practical applicability.

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Publication Details

Journal
Canadian Journal of Civil Engineering
Published
2025-08-12
DOI
https://doi.org/10.1139/cjce-2025-0187
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

Evaluating the suitability of CRMB for high performance asphalt applications

Isolda Costa, Leila Hashemian, Sina Varamini, Akshay Waim et al.
Canadian Journal of Civil Engineering
Asphalt Pavement Performance Evaluation
article

Evaluating the suitability of CRMB for high performance asphalt applications

Isolda Costa, Leila Hashemian, Sina Varamini, Akshay Waim, Peter Enoyoze
article en

Abstract

High modulus asphalt concrete is widely used in regions with hot/mild weathers and ultra-heavy traffic due to its superior stiffness and durability. However, its use in cold climates is limited, as the stiff binders typically employed become brittle at low temperatures. To address this, high performance asphalt concrete (HPAC) tailored for cold regions is needed. This study explores the optimization of crumb rubber modifier (CRM) content for HPAC applications, targeting a high-temperature performance grade (PG) of 82 as a performance benchmark. A PG 64-22 binder was modified with 30 mesh (600 µm) CRM at 3%–15% concentrations and blended for 30–90 min at 180 °C. The dynamic modulus curve confirmed that 12% CRM achieves the PG 82 target, striking a balance between stiffness and flexibility. Blending time optimization showed no significant difference in PG across durations, allowing for shorter blending times, supporting the feasibility of in-field blending. Although storage stability due to phase separation remains a concern, in-field blending effectively addresses this issue and enhances practical applicability.

Canadian Journal of Civil EngineeringVol. 52(12)
University of Waterloo (CA), University of Alberta (CA), Columbia River Maritime Museum (US), Brantford Energy (Canada) (CA)
Openalex Percentile: Top 78%
Asphalt Pavement Performance Evaluation
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