Monitoring analysis of two pavement sections of highway BR-448/RS included in the Asphalt Thematic Network Project
DOI:
https://doi.org/10.14295/transportes.v28i2.2082Keywords:
Flexible pavement, Performance monitoring, Trend lines.Abstract
Highways are the mode of transport used for the transportation of the majority of loads and passengers in Brazil; however, the lack of conservation of pavements has caused several economical losses to the country. Only through suitable pavement management the rehabilitation measures taken might ensure a satisfactory level of service. The present research aimed at evaluating the performance of two pavement sections of the federal highway BR-448/RS, in southern Brazil. For three years, the evolution of the pavement structural capacity and functional condition were followed in order to propose performance trends. Deflections, permanent deformations, and surface defects surveys scarcely varied and were quite low due to the thick asphalt layers used (19 cm). On the other hand, segregation of the asphalt mixture was observed when the final layer was laid. That segregation affected pavement texture, reduced tire-road friction, and caused the formation of surface water films; thus, reducing the road safety. In general, the proposed trend lines predicted quite accurately the pavement performance throughout the period evaluated and will be used in the MeDiNa software database for the creation of a new Brazilian pavement design method.
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References
AASHTO (1990) Guide for Design Management Systems - 1990. American Association of State Highway and Transportation Officials, Washington DC.
Albuquerque, F. S. (2007) Sistema de gerência de pavimentos para departamentos de estradas do nordeste brasileiro. Thesis (Doctor Degree in Civil Engineering) – Post-Graduation Program of Civil Engineering, Federal University of Rio Grande do Sul. Porto Alegre, RS.
ASTM (2006) ASTM E965: Standard test method for measuring pavement macrotexture depth using a volumetric technique. American Society for Testing and Materials, West Conshohocken, PA.
ASTM (2013) ASTM E303: Standard test method for measuring surface frictional properties using the British pendulum tester. American Society for Testing and Materials, West Conshohocken, PA.
Balbo, J. T. P. (2007) Pavimentação asfáltica: materiais, projeto e restauração. Ed. Oficina de Textos, São Paulo, SP.
Bastos, J. B. S.; Borges, R. L.; Soares, J. B. e Klinsky, L. M. G. (2015) Avaliação em laboratório e em campo da deformação per-manente de pavimentos asfálticos do Ceará e de São Paulo. Revista Transportes. v.23, n 3. Rio de Janeiro. DOI: 10.14295/transportes. v23i3.914.
Benevides, S. A. S. E. (2006) Modelos de desempenho de pavimentos asfálticos para um sistema de gestão de rodovias estaduais do Ceará.. Thesis (Doctor Degree in Civil Engineering) – COPPE/Federal University of Rio de Janeiro, Rio de Janeiro, RJ.
Bock, A. L. (2016) Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da Rede Temática de Asfalto. Thesis (Doctor Degree in Civil Engineering) – Post-Graduation of Program of Civil Engineering, Federal University of Rio Grande do Sul, Porto Alegre, RS.
Brosseaud, Y. (2006) Surface properties of pavements in relation to safety and user comfort. Proceedings of the 18º Meeting of Asphalt. Rio de Janeiro, RJ.
CNT (2017) Pesquisa CNT de Rodovias 2017 – Relatório Gerencial. National Transport Confederation. http://pesquisarodovias.cnt.org.br/Paginas/relatorio-gerencial. Accessed on October 17, 2018.
DNER (1979) DNER-PRO 011: Avaliação estrutural de pavimentos flexíveis. National Department Highway. Rio de Janeiro,RJ.
DNER (1994) DNER-ME 182 Medição de Irregularidade de superfície com sistemas integradores IPR/USP e maysmeter. National Department Highway. Rio de Janeiro, RJ.
DNER (1996) DNER-ME 273: Determinação de deflexões utilizando o deflectômetro de impacto tipo "Falling Weight Deflectometer (FWD)". National Department Highway. Rio de Janeiro, RJ.
DNIT (2003a) DNIT-PRO 005: Defeitos nos pavimentos flexíveis e semi-rígidos. National Transport Infrastructure Department. Brasília, DF.
DNIT (2003b) DNIT-PRO 006: Avaliação objetiva da superfície de pavimentos flexíveis e semi-rígidos. National Transport Infras-tructure Department. Brasília, DF.
DNIT (2006a) DNIT-ES 031: Pavimentos flexíveis – concreto asfáltico - especificação de serviço. National Transport Infrastruc-ture Department. Brasília, DF.
DNIT (2006b) Manual de restauração de pavimentos asfálticos - IPR 720. National Transport Infrastructure Department. Rio de Janeiro, RJ;
Ferreira, J. C. (2016) Avaliação da macrotextura de trechos pavimentados de rodovias estaduais situadas na região insular do município de Florianópolis. Thesis (Civil Engineer Master) Department of Civil Engineering Federal University of Santa Ca-tarina, Florianópolis, SC.
Haas, R. C. G., Hudson W. R. e Zaniewski J. P. (1994) Modern pavement management. Krieger Publishing Company. Malabar, Florida.
Kern, C. (2017) Análise de desempenho de pavimentos da Rede Temática de Asfalto no Rio Grande do Sul – A avaliação de um pavimento submetido à oscilação do lençol freático. Thesis (Civil Engineer Master) – Post-Graduation Program of Civil Engineering. Federal University of Rio Grande do Sul, Porto Alegre, RS.
Khaled, A. A. (2004) Deterministic Performance Prediction Model for Rehabilitation and Management of Flexible Pavement. International Journal of Pavement Engineering. v. 5, n. 2, 111-121. DOI: 10.1080/ 10298430412331286977.
Mahmood, M.; Rahman, M. e Mathavan, S. (2016) Distress based pavement performance prediction models. Proceedings of the Eighth Intl. Conf. on Maintenance and Rehabilitation of Pavements. p. 357-368, Singapure. DOI:10.3850/978-981-11-0449-7-052-cd.
Masad, E.; Rezali, A.; Chowdhury, A. e Harris, P. (2009) Predicting asphalt mixture skid resistance based on aggregate characte- ristics. Texas Department of Transportation and the Federal Highway Administration. College Station, Texas.
Marcon, A. F. (1996) Contribuição ao desenvolvimento de um sistema de gerência de pavimentos para a malha rodoviária estadual de Santa Catarina. Thesis (Doctor Degree in Aeronautical Infrastructure). Technological Institute of Aeronautics, São José dos Campos, SP.
Mattos, J. R. G. (2009) Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS. Thesis (Civil Engineer Master) Post- Graduation of Program of Civil Engineering, Federal University of Rio Grande do Sul, Porto Alegre, RS.
Mattos, J. R. G. (2014) Monitoramento e análise do desempenho de pavimentos flexíveis da ampliação da rodovia BR-290/RS – A implantação do Projeto Rede Temática de Asfalto no Rio Grande do Sul. Thesis (Doctor Degree in Civil Engineering) – Post-Graduation Program of Civil Engineering, Federal University of Rio Grande do Sul, Porto Alegre, RS.
Paterson, W. D. O. (1987) The highway design and maintenance standards model. Volume III: Road deterioration and maintenance effects – models for planning and management. Transportation Department of World Bank. Washington, DC.
Péres, J. S. L. (2016) Avaliação do desempenho de pavimentos flexíveis dos segmentos monitorados de Urubici e Itapoá. Thesis (Civil Engineer Master) Department of Civil Engineering Federal University of Santa Catarina, Florianópolis, SC.
Queiroz, C.A.V. (1981) Performance Prediction Models for Pavement Manegement in Brazil. Thesis (Doctor Degree of Philoso-phy). University of Texas, Austin, USA.
Rosa, F. D., Liu, L. e Gharaibeh, N. G. (2017) IRI Prediction Model for Use in Network-Level Pavement Management Systems. Journal of Transportation Engineering. v. 143, n. 1. DOI: 10.1061/JPEOD X.0000003.
Soares, J.; Moreno, A. M., e Motta, L. M. G. (2009) Aspectos gerais de Métodos de Dimensionamento de Pavimentos Asfálticos de vários países e a relação com um novo método brasileiro. Revista ABPv Pavimentação, nº14, Rio de Janeiro, RJ.
Solazzo, G; Fwa, T. F., e Bosurgi, G. (2017) An ANN model to correlate roughness and structural performance in asphalt pave-ments. Construction and Building Materials. v. 134, p. 684-693. DOI: 10.1016/j.conbuildmat.2016.12.186.
Santiago, L. S. e Soares, J. B. (2015) Contribuições ao desenvolvimento do novo método de dimensionamento de pavimentos asfálticos no Brasil. Proceedings of the XXIX National Congress of Transport Research, ANPET. Ouro Preto. p. 160-171.
Santos, M. S. (2015) Desenvolvimento de modelos de previsão de desempenho a partir da implantação de trechos monitorados na região de Santa Maria - RS.. Thesis (Civil Engineer Master) Department of Civil Engineering Federal University of Santa Maria, Santa Maria, RS.
Soncim, P. S. (2011) Desenvolvimento de modelos de previsão de desempenho de pavimentos asfálticos com base em dados da rede de rodovias do Estado da Bahia. Thesis (Civil Engineer Master) Engineering School of São Carlos, University of São Paulo, São Carlos, SP.
TNZ (2002) Specification for Skid Resistance Deficiency Investigtion and Treatment Selection. TNZ T/10 Transit New Zeland, Wellington, New Zeland.
Vaiana, R.; Capiluppi, G. F.; Gallelli, V.; Iuele, T. e Minani, V. (2012) Pavement surface performances evolution: an experimental application. Proceedings of the 5th International Congress – Sustainability of road infrastructures. v. 53. p. 1149-1160. Italy. DOI: 10.1016/j.sbspro.2012.09.964.
Victorino, D. R. (2008) Análise de desempenho de um pavimento flexível da rodovia BR-290/RS solicitado por um simulador de tráfego móvel. Thesis (Civil Engineer Master) Department of Civil Engineering Federal University of Rio Grande do Sul, Porto Alegre, RS.
Vitorello, T. (2008) Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre. Thesis (Civil Engineer Master) Department of Civil Engineering Federal University of Rio Grande do Sul, Porto Ale-gre, RS.
Wilson, D. J. e Dunn, R. C. M. (2005) Polishing aggregates to equilibrium Skid Resistance. Road and Transport Research. v. 14, n. 2, p. 55-71.
Yoder, E. J. e Witczak, M W. (1975) Principles of pavement design. 2ª ed. EUA: Wiley-Interscience Publication.
Yshiba, J. K. (2003) Performance model of pavements: study of highways in the state of Paraná. Thesis (Doctor Degree in Engi-neering). School of Engineering of São Carlos, University of São Paulo, São Paulo, SP.
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