Evaluating the Rheological and Aging Characteristics of Plastic-Modified Asphalt Binders Incorporating Reactive Elastomeric Terpolymer

This study investigates the rheological behavior and aging characteristics of plastic-modified asphalt binders incorporating two Reactive Elastomeric Terpolymer (RET) stabilizers with different melt flow indices (MFI). A comprehensive experimental program was conducted with performance-grade asphalt (PG) 58-28 as the control binder to assess the effect of RETs on the performance of plastic-modified binders. Separation index and fluorescence microscopy were used to evaluate storage stability, while rheological behavior was analyzed using black space diagrams and performance grading. Aging effects were examined using low-temperature grade, stress dissipation capacity (ΔT c ), and Linear Amplitude Sweep testing. In addition, rutting resistance was assessed under higher stress levels by conducting the Multiple Stress Creep Recovery test. The results showed that RET stabilizers improved the storage stability of plastic-modified binders, with the higher MFI stabilizer being more effective. Black space analysis revealed the formation of elastomeric networks and morphological complexity because of RETs, with RET B (lower MFI) exhibiting higher stiffness and lower phase angles, indicating improved rutting resistance. RETs also enhanced high-temperature PG by four grades and restored low-temperature PG, mitigating the reduction caused by plastics. Although ΔT c values degraded with plastic addition, stabilizers improved ΔT c , indicating enhanced resistance to low-temperature cracking. Moreover, RET stabilizers enhanced fatigue life by 660%–1,200% compared with plastic-modified binders. Under extended aging, RET-modified binders showed slightly greater ΔT c and fatigue life reductions but still outperformed other binders. The combination of 2% plastic + RET B provided superior rutting resistance, reducing nonrecoverable creep compliance by 70% and increasing recovery by 3,000%. The results emphasize the potential of RETs in developing high-performance binders.

Authors

Institutions

Publication Details

Journal
Transportation Research Record Journal of the Transportation Research Board
Published
2026-09-29
DOI
https://doi.org/10.1177/03611981261479730
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
article

Evaluating the Rheological and Aging Characteristics of Plastic-Modified Asphalt Binders Incorporating Reactive Elastomeric Terpolymer

Mohamed Elshaer, Yusuf Mehta, Wade A. Lein, Anil Kumar Baditha et al.
Transportation Research Record Journal of the Transportation Research Board
Asphalt Pavement Performance Evaluation
article

Evaluating the Rheological and Aging Characteristics of Plastic-Modified Asphalt Binders Incorporating Reactive Elastomeric Terpolymer

Mohamed Elshaer, Yusuf Mehta, Wade A. Lein, Anil Kumar Baditha, Ayman W. Ali, Sk Md Imdadul Islam, Aman Ashit Shah
article en

Abstract

This study investigates the rheological behavior and aging characteristics of plastic-modified asphalt binders incorporating two Reactive Elastomeric Terpolymer (RET) stabilizers with different melt flow indices (MFI). A comprehensive experimental program was conducted with performance-grade asphalt (PG) 58-28 as the control binder to assess the effect of RETs on the performance of plastic-modified binders. Separation index and fluorescence microscopy were used to evaluate storage stability, while rheological behavior was analyzed using black space diagrams and performance grading. Aging effects were examined using low-temperature grade, stress dissipation capacity (ΔT c ), and Linear Amplitude Sweep testing. In addition, rutting resistance was assessed under higher stress levels by conducting the Multiple Stress Creep Recovery test. The results showed that RET stabilizers improved the storage stability of plastic-modified binders, with the higher MFI stabilizer being more effective. Black space analysis revealed the formation of elastomeric networks and morphological complexity because of RETs, with RET B (lower MFI) exhibiting higher stiffness and lower phase angles, indicating improved rutting resistance. RETs also enhanced high-temperature PG by four grades and restored low-temperature PG, mitigating the reduction caused by plastics. Although ΔT c values degraded with plastic addition, stabilizers improved ΔT c , indicating enhanced resistance to low-temperature cracking. Moreover, RET stabilizers enhanced fatigue life by 660%–1,200% compared with plastic-modified binders. Under extended aging, RET-modified binders showed slightly greater ΔT c and fatigue life reductions but still outperformed other binders. The combination of 2% plastic + RET B provided superior rutting resistance, reducing nonrecoverable creep compliance by 70% and increasing recovery by 3,000%. The results emphasize the potential of RETs in developing high-performance binders.

Transportation Research Record Journal of the Transportation Research Board
Cold Regions Research and Engineering Laboratory (US), Rowan University (US), U.S. Army Engineer Research and Development Center (US)
Responsible consumption and production
Openalex Percentile: Top 18%
Asphalt Pavement Performance Evaluation
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.