# Reliability-Based Recycling of Reclaimed Asphalt Pavement Using a t-Distribution Guarantee Rate Method and a Ternary Composite Rejuvenation System

**Authors:** Yuanyuan Li, Bowen Hu, Kefeng Bi, Chonghui Wang, Hongbin Zhu, Gangping Jiang

PMC · DOI: 10.3390/ma19040762 · 2026-02-15

## TL;DR

This study improves the use of reclaimed asphalt pavement by developing a reliable method for material selection and a ternary system to restore aged asphalt performance.

## Contribution

A novel t-distribution guarantee rate method and a ternary composite rejuvenation system for reclaimed asphalt pavement are introduced.

## Key findings

- The t-distribution method effectively quantifies gradation fluctuations in reclaimed asphalt pavement.
- A 10% addition of Rejuvenator 1 restored high-temperature performance of aged asphalt.
- Adding 30% SBS-modified asphalt improved low-temperature crack resistance without forming new functional groups.

## Abstract

Large-scale use of reclaimed asphalt pavement (RAP) is limited by strong gradation variability, uneven recovery of aged asphalt (AA), and an incomplete understanding of the rejuvenation mechanism. This study combines source evaluation, composite rejuvenation, and multi-scale analysis to improve AA recovery. A gradation variability model was developed using the t-distribution, and a reliability-based method was proposed for reclaimed material selection and mix design. Rejuvenator 1 (R1) was identified as the best option, and a ternary composite rejuvenation system was formed using R1, SBS-modified asphalt, and base asphalt (BA). AA performance was assessed using physical and rheological tests, supported by Fourier-transform infrared spectroscopy, fluorescence microscopy, and gel permeation chromatography. The t-distribution guarantee rate method quantified RAP gradation fluctuations effectively. At a 90% guarantee rate, the deviation in key sieve pass rates was below 3%, indicating stable sources. In the composite system, 10% R1 restored AA high temperature performance, while adding 30% SBS modified asphalt and BA improved low-temperature crack resistance. The micro analyses showed no new functional groups after rejuvenation. Recovery was mainly driven by physical blending, dilution, and optimisation of the molecular-weight distribution.

## Full-text entities

- **Genes:** LRPAP1 (LDL receptor related protein associated protein 1) [NCBI Gene 4043] {aka A2MRAP, A2RAP, HBP44, MYP23, RAP, alpha-2-MRAP}, CCDC26 (CCDC26 long non-coding RNA) [NCBI Gene 137196] {aka GLM7, RAM}, CYLD (CYLD lysine 63 deubiquitinase) [NCBI Gene 1540] {aka BRSS, CDMT, CYLD1, CYLDI, EAC, FTDALS8}
- **Diseases:** injury to (MESH:D014947), fracture (MESH:D050723), PD (MESH:D010300), fatigue (MESH:D005221)
- **Chemicals:** limestone (MESH:D002119), O (MESH:D010100), polymer (MESH:D011108), C (MESH:D002244), Water (MESH:D014867), AA-R1(10) (-), hydrocarbon (MESH:D006838), oil (MESH:D009821), epoxy resin (MESH:D004853), Asphalt (MESH:C006647), THF (MESH:C018674), Pen (MESH:C058388), asphaltene (MESH:C000592077)
- **Species:** Homo sapiens (human, species) [taxon 9606]
- **Mutations:** A 60  C

## Figures

20 figures with captions in the complete paper: https://tomesphere.com/paper/PMC12942190/full.md

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Source: https://tomesphere.com/paper/PMC12942190