Graduation Semester and Year

Fall 2025

Language

English

Document Type

Thesis

Degree Name

Master of Science in Civil Engineering

Department

Civil Engineering

First Advisor

Dr. MD Sahadat Hossain

Abstract

EVALUATE THE FEASIBILITY OF THE RECYCLABILITY OF PLASTIC MODIFIED RAP IN HOT MIX ASPHALT

Aashish Acharya

The University of Texas at Arlington, 2025

Supervising Professor: Dr. MD Sahadat Hossain

Recyclability is the primary concern regarding the implementation of plastic-modified asphalt. Conventional Reclaimed Asphalt Pavement (RAP) is commonly reused; however, there are limited studies on RAP from plastic-modified mixes because field-aged material is not yet available. The use of recycled plastics in asphalt is mainly at the research stage and not widely used in practice. This creates a practical concern: if Plastic-RAP cannot be recycled, or if adding Plastic-RAP lowers the quality of new mixes compared with conventional RAP, plastic roads could create a new waste stream. This thesis examines whether RAP sourced from high-density polyethylene (HDPE)-modified mixes can be reintegrated into new hot-mix asphalt without compromising quality.

A laboratory protocol was developed to produce a representative Plastic-RAP. HDPE-modified loose and compacted mixtures for a surface course were prepared, conditioned to reflect short- and long-term aging, and mechanically crushed to create Plastic-RAP in the laboratory. Two plastic modified mixes were prepared with Plastic-RAP, using binder grades PG 64-22 and PG 70-22; each was compared with conventional mix without plastic and with a conventional RAP mix from Dallas. The evaluation covered volumetrics and compatibility (Gmm, Gmb, air voids), moisture susceptibility (TSR), tensile resistance (IDT), rutting performance (Hamburg wheel tracking), and fatigue behavior (Overlay test).

Results show that Plastic-RAP mixtures with 8% HDPE, as well as the mix without additional plastic, compacted within the Superpave target air-void range of 3-5% met volumetric requirements. When Plastic-RAP replaced conventional RAP at the same recycling level, the mixtures maintained or improved rutting and moisture performance while meeting design criteria. Although mixtures with Plastic-RAP showed a slight reduction in indirect tensile strength, overlay testing indicated better crack tolerance and greater resistance to reflective cracking. Overall, hot-mix asphalt produced with Plastic-RAP is practically recyclable, and this work provides a lab-scalable protocol and supporting evidence for closed-loop reuse within standard mix design.

Keywords

Recyclability, Plastic-RAP, Aging, Rutting, Cracking

Disciplines

Civil and Environmental Engineering | Geotechnical Engineering

License

Creative Commons Attribution 4.0 International License
This work is licensed under a Creative Commons Attribution 4.0 International License.

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