Ensaios MSCR segundo as normas ASTM D7405-10a e AASHTO T350-14: um estudo de caso envolvendo ligantes asfálticos modificados

Authors

  • Matheus David Inocente Domingos Escola de Engenharia de São Carlos da Universidade de São Paulo (EESC-USP) http://orcid.org/0000-0002-2514-9915
  • Adalberto Leandro Faxina Escola de Engenharia de São Carlos da Universidade de São Paulo (EESC-USP)

DOI:

https://doi.org/10.14295/transportes.v24i3.1115

Keywords:

Crumb Rubber, Polyphosphoric Acid, MSCR test, Performance Grade, ASTM/AASHTO standards.

Abstract

This paper mainly aims at comparing the results of the multiple stress creep and recovery (MSCR) tests according to the ASTM D7405-10a with the ones collected in accordance with the AASHTO T350-14 protocol. These comparisons were made based on tests with asphalt binders modified with polyphosphoric acid, crumb rubber and a combination of both additives. The percent recoveries (R) and the nonrecoverable compliances (Jnr) were calculated and their variations were statistically evaluated. The ASTM procedure underestimated the R values and overestimated the Jnr values for all the formulations,
especially the AC+rubber and the AC+rubber+PPA. The AC+PPA showed low stress sensitivity and the best results for the parameters R and Jnr at 3,200 Pa either in the ASTM or the AASHTO protocols, which justifies its choice as the best formulation. The data from the modified asphalt binders suggest that the change from the ASTM protocol to the AASHTO one is recommended.

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Author Biographies

Matheus David Inocente Domingos, Escola de Engenharia de São Carlos da Universidade de São Paulo (EESC-USP)

Engenharia de Transportes, Infraestrutura de TransportesDepartamento de Engenharia de Transportes (STT)

Adalberto Leandro Faxina, Escola de Engenharia de São Carlos da Universidade de São Paulo (EESC-USP)

Engenharia de Transportes, Infraestrutura de TransportesDepartamento de Engenharia de Transportes (STT)

References

AASHTO (2009) AASHTO M320 – Standard Specification for Performance-Graded Asphalt Binder. American Association of State Highway and Transportation Officials, Washington, DC.

AASHTO (2014) AASHTO T350 – Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR). American Association of State Highway and Transportation Officials, Washington, DC.

AASHTO (2013) AASHTO TP70 – Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR). American Association of State Highway and Transportation Officials, Washington, DC.

Anderson, M. e J. Bukowski (2012) Using the Multiple-Stress-Creep-Recovery (MSCR) Test. North Central Asphalt User Producer Group Meeting, Indianapolis, IN. Apresentação em PowerPoint. Disponível em: <https://engineering.purdue.edu/~ncaupg/Activities/2012/presentation%202012/Anderson%20-%20MSCR%20AI%20NCAUPG%202012.pdf>. Acesso em: 08 jul. 2015.

Apeagyei, A. K. (2014) Flow Number Predictive Models from Volumetric and Binder Properties. Construction and Building Materials, v. 64, p. 240-245. DOI: 10.1016/j.conbuildmat.2014.04.069.

ASTM (2012) ASTM D2872 – Standard Test Method for Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test). American Society for Testing and Materials, West Conshohocken. DOI: 10.1520/D2872-12E01.

ASTM (2010) ASTM D7405 – Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer. American Society for Testing and Materials, West Conshohocken. DOI: 10.1520/D7405-10A.

Bahia, H. U.; D. I. Hanson; M. Zeng; H. Zhai; M. A. Khatri e R. M. Anderson (2001) Characterization of Modified Asphalt Binders in Superpave Mix Design. NCHRP Report 459, Transportation Research Board, Washington, DC.

Borges, R. L. (2014) Deformação Permanente em Misturas Asfálticas a Partir do Shift Model Viscoplástico e Ensaios Triaxiais de Carga Repetida. Dissertação (Mestrado em Engenharia de Transportes) – Departamento de Engenharia de Transportes, Universidade Federal do Ceará, Fortaleza.

Cunha, M. B.; J. E. Zegarra e J. L. Fernandes Jr (2007) Revisão da Seleção do Grau de Desempenho (PG) de Ligantes Asfálticos por Estado no Brasil. Anais do 21º Congresso Nacional de Pesquisa e Ensino em Transportes, ANPET, Rio de Janeiro.

D’Angelo, J.; R. Kluttz; R. Dongré; K. Stephens e L. Zanzotto (2007) Revision of the Superpave High Temperature Binder Specification: The Multiple Stress Creep Recovery Test. Journal of the Association of Asphalt Paving Technologists, v. 76, p. 123-162.

Delgadillo, R.; D. W. Cho e H. Bahia (2006a) Nonlinearity of Repeated Creep and Recovery Binder Test and Relationship with Mixture Permanent Deformation. Transportation Research Record, n. 1962, p. 3-11. DOI: 10.3141/1962-01.

Delgadillo, R.; K. Nam e H. Bahia (2006b) Why do We Need to Change G*/sinδ and How? Road Materials and Pavement Design, v. 7, n. 1, p. 7-27. DOI: 10.1080/14680629.2006.9690024.

DuBois, E.; Y. Mehta e A. Nolan (2014) Correlation Between Multiple Stress Creep Recovery (MSCR) Results and Polymer Modification of Binder. Construction and Building Materials, v. 65, p. 184-190. DOI: 10.1016/j.conbuildmat.2014.04.111.

FHWA (2011) The Multiple Stress Creep Recovery (MSCR) Procedure. Technical Brief, Document No. FHWA-HIF-11-038, Federal Highway Administration, McLean, VA. Disponível em: <http://www.fhwa.dot.gov/pavement/materials/pubs/hif11038/hif11038.pdf>. Acesso em: 08 jul. 2015.

Gibson, N.; X. Qi; A. Shenoy; G. Al-Khateeb; M. E. Kutay; A. Andriescu; K. Stuart; J. Youtcheff e T. Harman (2012) Performance Testing for Superpave and Structural Validation. Final Report No. FHWA-HRT-11-45, Federal Highway Administration, McLean, VA.

Golalipour, A. (2011) Modification of Multiple Stress Creep and Recovery Test Procedure and Usage in Specification. Thesis (Master of Science) - Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison.

Jafari, M. e A. Babazadeh (2016) Evaluation of Polyphosphoric Acid-Modified Binders Using Multiple Stress Creep and Recovery and Linear Amplitude Sweep Tests. Road Materials and Pavement Design, v. 17, n. 4, p. 859-876. DOI: 10.1080/14680629.2015.1132631.

Kim, S.; G. A. Sholar; T. Byron e J. Kim (2009) Performance of Polymer-Modified Asphalt Mixture with Reclaimed Asphalt Pavement. Transportation Research Record, n. 2126, p. 109-114. DOI: 10.3141/2126-13.

Leite, L. F. M. e I. A. Tonial (1994) Qualidade dos Cimentos Asfálticos Brasileiros Segundo as Especificações SHRP. Trabalhos Técnicos, Instituto Brasileiro de Petróleo, Gás e Biocombustíveis, Rio de Janeiro, p. 94-119.

Li, X.; T. Clyne; G. Reinke; E. N. Johnson; N. Gibson e M. E. Kutay (2011) Laboratory Evaluation of Asphalt Binders and Mixtures Containing Polyphosphoric Acid. Transportation Research Record, n. 2210, p. 47-56. DOI: 10.3141/2210-06.

Marasteanu, M. O.; T. Clyne; J. McGraw; X. Li e R. Velasquez (2005) High-Temperature Rheological Properties of Asphalt Binders. Transportation Research Record, n. 1901, p. 52-59. DOI: 10.3141/1901-07.

Moura, E. (2010) Estudo de Deformação Permanente em Trilha de Roda de Misturas Asfálticas em Pista e em Laboratório. Tese (Doutorado em Engenharia de Transportes) – Departamento de Engenharia de Transportes, Escola Politécnica da Universidade de São Paulo, São Paulo. DOI: 10.11606/T.3.2010.tde-17082010-094223.

Nascimento, L. A. H. (2008) Nova Abordagem da Dosagem de Misturas Asfálticas Densas com Uso do Compactador Giratório e Foco na Deformação Permanente. Dissertação (Mestrado em Engenharia Civil) – Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa em Engenharia, Universidade Federal do Rio de Janeiro, Rio de Janeiro.

Onofre, F. C. (2012) Avaliação do Comportamento Mecânico de Misturas Asfálticas Produzidas com Ligantes Asfálticos Modificados por Ácido Polifosfórico e Aditivos Poliméricos, Enfatizando a Resistência à Deformação Permanente. Dissertação (Mestrado em Engenharia de Transportes) – Departamento de Engenharia de Transportes, Universidade Federal do Ceará, Fortaleza.

Onofre, F. C.; V. T. F. Castelo Branco; J. B. Soares e A. L. Faxina (2013) Avaliação do Efeito de Ligantes Asfálticos Modificados na Resistência à Deformação Permanente de Misturas Asfálticas Densas. Transportes, v. 21, n. 3, p. 14-21. DOI: 10.4237/transportes.v21i3.685.

Reinke, G. (2010) Use of Hamburg Rut Testing Data to Validate the Use of Jnr as a Performance Parameter for High-Temperature Permanent Deformation. Transportation Research Circular, n. E-C147, p. 14-24.

Roberts, F. L.; P. S. Kandhal; E. R. Brown; D.-Y. Lee e T. W. Kennedy (1996) Hot Mix Asphalt Materials, Mixture Design and Construction (2nd ed.). National Asphalt Pavement Association Research and Education Foundation, Lanham.

Wasage, T. L. J.; I. B. Kazatchkov; J. Stastna e L. Zanzotto (2009) Rutting Evaluation of Asphalt Binders and Mixes. In: Loizos, A.; M. Partl; T. Scarpas e I. L. Al-Qadi (eds.) Advanced Testing and Characterisation of Bituminous Materials. CRC Press/Balkema, Leiden, v. 2, cap. 7, p. 989-998. DOI: 10.1201/9780203092989.ch95.

Wasage, T. L. J.; J. Stastna e L. Zanzotto (2011) Rheological Analysis of Multi-Stress Creep Recovery (MSCR) Test. International Journal of Pavement Engineering, v. 12, n. 6, p. 561-568. DOI: 10.1080/10298436.2011.573557.

Witczak, M. W.; K. Kaloush; T. Pellinen; M. El-Basyouny e H. Von Quintus (2002) Simple Performance Test for Superpave Mix Design. NCHRP Report 465, Transportation Research Board, Washington, DC.

Published

2016-12-01

How to Cite

Inocente Domingos, M. D., & Faxina, A. L. (2016). Ensaios MSCR segundo as normas ASTM D7405-10a e AASHTO T350-14: um estudo de caso envolvendo ligantes asfálticos modificados. TRANSPORTES, 24(3), 38–47. https://doi.org/10.14295/transportes.v24i3.1115

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Section

Artigos Vencedores do Prêmio ANPET Produção Científica