Evidence map›Paper›PMID 35269006›Full record

ArticleMaterials (Basel, Switzerland)2022

Rheological Evaluation of Softened Binders Blended with Aged Asphalt Selected with a High-Temperature Mixing Chart.

Leonardo Ochoa-Ambriz, María de la Luz Pérez-Rea, Genoveva Hernández-Padrón, Pedro Limón-Covarrubias, José Roberto Galaviz-González, David Avalos-Cueva

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

2 citing papers in PubMed.

  1. Article
  2. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors.

Leonardo Ochoa-AmbrizFaculty of Engineering, Autonomous University of Queretaro, Santiago de Querétaro 76010, Mexico.
María de la Luz Pérez-ReaFaculty of Engineering, Autonomous University of Queretaro, Santiago de Querétaro 76010, Mexico.
Genoveva Hernández-PadrónDepartment of Nanotechnology, Centro de Física Aplicada y Tecnológia Avanzada, Universidad Nacional Autónoma de México, Santiago de Querétaro 26230, Mexico.ORCID 0000-0002-1577-7790
Pedro Limón-CovarrubiasDepartment of Civil Engineering and Topography, University of Guadalajara, 1421 Blvd. Marcelino García Barragán, Guadalajara 44430, Mexico.
José Roberto Galaviz-GonzálezDepartment of Civil Engineering and Topography, University of Guadalajara, 1421 Blvd. Marcelino García Barragán, Guadalajara 44430, Mexico.ORCID 0000-0002-2905-4817
David Avalos-CuevaDepartment of Civil Engineering and Topography, University of Guadalajara, 1421 Blvd. Marcelino García Barragán, Guadalajara 44430, Mexico.ORCID 0000-0002-5642-5003

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Reclaimed asphalt pavements (RAP) provide economic and environmental benefits. In recent decades, their use has increased, but rheological properties are affected by RAP aging, increasing stiffness, cracking, and susceptibility to water. To counteract these effects, rejuvenating agents are used, but they must be properly dosed to design quality mixtures. Therefore, different binders were analyzed, including virgin binder (VBB), binder modified by SBS polymer (MB), AC-RAP, binder softened using a rejuvenating agent, and binders softened with doses (15%, 30%, and 45%) of AC-RAP. The rheological properties were evaluated by dynamic shear rheometry (DSR) and beam-bending rheometry (BBR) tests, while the linear amplitude sweep (LAS) test was used to measure fatigue cracking and the multiple stress creep recovery (MSCR) test was used to measure rutting. A mixing chart was constructed based on a high temperature AC-RAP to satisfy the performance grade (PG 76-22). The results showed that softened binders become flexible, but when AC-RAP is added, they turn stiff and behave better than MB. Moreover, combining a rejuvenating agent and AC-RAP reduces the aging stiffness of RAP, improving its rheological properties without compromising the rutting or cracking resistance.

Indexed as

blending chart mixlinear amplitude sweepmultiple stress creep recoveryreclaimed asphalt pavement

Identifiers

PMID35269006
PMCPMC8911163

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.