AAUQ Asphalt Mixtures Using Carbide Lime for Low Traffic Paths in Manaus - AM
DOI:
https://doi.org/10.31686/ijier.vol7.iss10.1770Keywords:
asphalt mixture, paving, traffic volumeAbstract
The asphalt pavements of the residential streets and outskirts of Manaus city are usually made of Hot Machined Asphalt Sand (AAUQ), which is ideal for low traffic roads, not only for the flow of vehicles and use of materials, but also for the economic viability of the project. In this research we used the waste originated from acetylene gas production in factories of the Industrial District, Cal de Carbureto in the composition of asphalt mixtures of type AAUQ, replacing the usual filler, Portland cement. These mixtures were mechanically evaluated with respect to the Diametral Compression Tensile Strength, Resilience Module and Fatigue Life tests, and it was found that the alternative filler presents superior results when compared to the usual used in the asphalt plants of the City.
References
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[11] SHRP. “Superior Performance Asphalt Pavements (Superpave). The Product of SHRP Asphalt Research Program. Superpave Series N°. 2.” Strategic Highway Research Program. 1994b.
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—. “D 2041-00: Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures.” American Association of State Highway and Transportation Officials. Philadelphia, Pennsylvania, 2000.
[13] AASHTO - American Association of State Highway and Transportation Officials. “AASHTO T 19-93: Standard Test Method for Unit Weight and Voids in Aggregate.” USA, 1997.
[14] DNER - Departamento Nacional de Infra-Estrutura de Transportes. “DNER ME 043/95: Misturas betuminosas a quente - Ensaio Marshall.” Rio de Janeiro, 1995.
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—. “ME 004/94: Material Betuminoso: determinação da viscosidade Saybolt-Furol a alta temperatura método da película delgada.” Rio de Janeiro, 1994.
—. “ME 085/94: Material finamente pulverizado: Determinação da massa específica real.” Rio de Janeiro, 1994.
—. “ME 138/94: Misturas betuminosas - determinação da resistência à tração.” Rio de Janeiro, 1994.
[2] CAVALCANTE, D.G., CRISÓSTOMO, P.H.S., SILVA, L.C.P., SOUZA, R.J.Q., GUIMARÃES, D.M.D., FROTA, C.A. Levantamento Visual das Patologias na cidade de Manaus-AM. Revista Teoria e Prática da Engenharia Civil, Brasil. 2012.
[3] IBP – INSTITUTO BRASILEIRO DE PETRÓLEO. Informações básicas sobre materiais asfálticos. Rio de Janeiro: IBP, 1999.
[4] FROTA, C. A., NUNES, F. R. G., e SILVA, C. L. “Estudo da Substituição do Seixo por Agregados Sintéticos de Argila Calcinada.” 12ª Reunião de Pavimentação Urbana. Aracaju, SE, 2003.
[5] FROTA, C.A., SILVA, C.L., SANTOS, M.G.R., SILVA, R.V.P. “Caracterização de Solos para Obtenção de Agregados Sintéticos de argila calcinada.” 35ª Reunião Anual de Pavimentação. Rio de Janeiro, RJ, 2004.
[6] CARDOSO, F.A.; FERNANDES, H.C.; PILEGGI, R.G.; JOHN, V.M. Cal de carbureto como material de construção civil: caracterização. 17º CBECIMAT - Congresso Brasileiro de Engenharia e Ciência dos Materiais. Foz do Iguaçu, PR, Brasil. 2006.
[7] MEDINA, J., e MOTTA, L.M.G. Mecânica dos Pavimentos. 2a. Rio de Janeiro: Imagemaker Interactive, 2005.
[8] PINTO, S. e MOTTA. L.M.G da. Catálogo de Curvas de Fadiga. Boletim Técnico nº 16 da ABPv, 1995.
[9] SANTOS, M.G.R. “Estudo do Comportamento de Agregados Sintéticos de Argila Calcinada para Uso em Revestimentos Asfálticos para Manaus.” Dissertação de Mestrado, Programa de Mestrado em Geotecnia, Universidade de Brasília - UnB, Brasília, DF, Brasil, 2007.
[10] PINTO, S., e PREUSSLER, E.S. Pavimentação rodoviária – conceitos fundamentais sobre pavimentos flexíveis. Rio de Janeiro,RJ.: Copiarte, Copiadora e Artes Gráficas., 2002.
[11] SHRP. “Superior Performance Asphalt Pavements (Superpave). The Product of SHRP Asphalt Research Program. Superpave Series N°. 2.” Strategic Highway Research Program. 1994b.
[12] ASTM - American Society for Testing and Materials. “ASTM C 127-88: Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate.” American Society for Testing and Materials. Philadelphia, Pennsylvania, 1988.
—. “ASTM C 128-93: Standard Test Method for Specific Gravity and Absorption of Fine Aggregate.” American Association of State Highway and Transportation Officials. Philadelphia, Pennsylvania, 1993.
—. “C 131-96: Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.” American Association of State Highway and Transportation Officials. Philadelphia, Pennsylvania, 1995..
—. “C 136-95: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.” American Association of State Highway and Transportation Officials. Philadelphia, Pennsylvania, 1995.
—. “D 2041-00: Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures.” American Association of State Highway and Transportation Officials. Philadelphia, Pennsylvania, 2000.
[13] AASHTO - American Association of State Highway and Transportation Officials. “AASHTO T 19-93: Standard Test Method for Unit Weight and Voids in Aggregate.” USA, 1997.
[14] DNER - Departamento Nacional de Infra-Estrutura de Transportes. “DNER ME 043/95: Misturas betuminosas a quente - Ensaio Marshall.” Rio de Janeiro, 1995.
—. “EM 367/97: Material de enchimento para misturas betuminosas.” Rio de Janeiro, 1997.
—. “ME 004/94: Material Betuminoso: determinação da viscosidade Saybolt-Furol a alta temperatura método da película delgada.” Rio de Janeiro, 1994.
—. “ME 085/94: Material finamente pulverizado: Determinação da massa específica real.” Rio de Janeiro, 1994.
—. “ME 138/94: Misturas betuminosas - determinação da resistência à tração.” Rio de Janeiro, 1994.
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Copyright (c) 2019 Herbert Pereira Tomé, Joilson Rocha de Almeida, Livia da Silva Oliveira, David Barbosa de Alencar, Camily Murrieta Vasconcelos Oliveira Bezerra
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How to Cite
Pereira Tomé, H., Rocha de Almeida, J., da Silva Oliveira, L., Barbosa de Alencar, D., & Murrieta Vasconcelos Oliveira Bezerra, C. (2019). AAUQ Asphalt Mixtures Using Carbide Lime for Low Traffic Paths in Manaus - AM. International Journal for Innovation Education and Research, 7(10), 272-284. https://doi.org/10.31686/ijier.vol7.iss10.1770
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