Study on the residual service life of two pedestrian walkways located in BR-101 / PE

Authors

DOI:

https://doi.org/10.33448/rsd-v10i12.20781

Keywords:

Pedestrian walkways; Highway; Deterioration; Inspection; Service life.

Abstract

The road modal stands out as the most used system in Brazil for cargo transportation and people. Thus, it is extremely important to ensure resources for the maintenance of highways and their Special Engineering Structures - SES (bridges, viaducts and pedestrian walkways). The latter, which are the object of this study, play an indispensable role for the safety and comfort of users who cross the highways. However, it is possible to verify that a considerable number of these structures are in very poor conservation conditions, either due to the deterioration that occurs over time, structural deficiencies resulting from vehicle collisions, vandalism, or other factors that affect their useful life. In this sense, this paper aims to estimate the service life of two concrete footbridges located on federal highway BR-101/PE, by applying the concept of service life established by ISO 15686 (2011), NBR 15575-1 (ABNT, 2021) e NBR 15575-2 (ABNT, 2013). For this purpose, data obtained from the DNIT's Special Structures Management System (SGO) were used. The information on the anomalies and the respective structural stability conditions enabled the use of the Factor Method to obtain the estimated and residual service life of the studied works. The results obtained showed that the methodology can be employed in case studies in which there is no history of regular inspections of SES.

References

Associação Brasileira de Normas Técnicas. NBR 15575. (2021). Edificações Habitacionais – Desempenho Parte 1: Requisitos Gerais. Rio de Janeiro, Brasil.

Associação Brasileira de Normas Técnicas. NBR 15575. (2013). Edificações Habitacionais – Desempenho Parte 2: Requisitos para os sistemas estruturais. Rio de Janeiro, Brasil.

Da Silva, H. T., Guimarães, L. S., Júnior, D. S. T., Campos, A. S., Frisso, A. L., da Costa, A. S. V., Cabral, S. C., & Freitas, L. F. (2021). Restoration proposal for correction of pathologies in concrete bridge-case study in the city of Teófilo Otoni, Brazil. Research, Society and Development, 10(6), e21810615767-e21810615767. DOI: 10.33448/rsd-v10i6.15767.

Departamento de Estradas de Rodagem de Pernambuco. (2018). Elaboração do projeto executivo de engenharia e execução das obras e demais operações necessárias e suficientes para as obras de melhoramentos, adequação de capacidade e segurança e reabilitação do pavimento. Relatório técnico. Recife.

Departamento Nacional de Infraestrutura de Transportes. (2004). DNIT 010/2004-PRO: Inspeções em pontes e viadutos de concreto armado e protendido – Procedimento.

Departamento Nacional de Infraestrutura de Transportes. (2017). Sistema de gestão de Obras de Arte Especiais - SGO. Inspeção rotineira, dados cadastrais e relatório fotográfico. Brasília.

Emídio, F., de Brito, J., Gaspar, P. L., & Silva, A. (2014). Application of the factor method to the estimation of the service life of natural stone cladding. Construction and Building Materials, 66, 484-493. DOI: 10.1016/j.conbuildmat.2014.05.073.

Fregonara, E., & Pattono, S. (2018). A sustainability indicator for building projects in presence of risk/uncertainty over time: a research experience. Aestimum, 173-205. DOI: 10.13128/Aestimum-24928.

Galbusera, M. M., de Brito, J., & Silva, A. (2015). Application of the factor method to the prediction of the service life of ceramic external wall cladding. Journal of Performance of Constructed Facilities, 29(3), 04014086. DOI: 10.1061/(ASCE)CF.1943-5509.0000588.

International Organization for Standardization. (2011). ISO 15.686-1: Buildings and constructed assets – Service life planning – Part 1: General principles and framework.

Janjua, S., Sarker, P., & Biswas, W. (2019). A review of residential buildings’ sustainability performance using a life cycle assessment approach. Journal of Sustainability Research, 1(1), 1-29. DOI: 10.20900/jsr20190006.

Karimzadeh, A., & Shoghli, O. (2020). Predictive analytics for roadway maintenance: A review of current models, challenges, and opportunities. Civil Engineering Journal, 6(3), 602-625. DOI: 10.28991/cej-2020-03091495.

Loli, A., Bertolin, C., & Kotova, L. (2020). Service life prediction of building components in the times of climate change. In IOP Conference Series: Materials Science and Engineering (Vol. 949, No. 1, p. 012048). IOP Publishing. DOI: 10.1088/1757-899X/949/1/012048.

Manafpour, A., Guler, I., Radlińska, A., Rajabipour, F., & Warn, G. (2018). Stochastic analysis and time-based modeling of concrete bridge deck deterioration. Journal of Bridge Engineering, 23(9), 04018066. DOI: 10.1061/(ASCE)BE.1943-5592.0001285.

Matos, M. J. D. S. (2007). Durabilidade como critério de projecto: o método factorial no contexto português. (Dissertação de mestrado), Departamento de Engenharia Civil, Faculdade de Engenharia da Universidade do Porto. https://repositorio-aberto.up.pt/bitstream/10216/12402/2/Texto%20integral.pdf.

Serralheiro, M. I., de Brito, J., & Silva, A. (2017). Methodology for service life prediction of architectural concrete facades. Construction and Building Materials, 133, 261-274. DOI: 10.1016/j.conbuildmat.2016.12.079.

Silva, A., de Brito, J., & Gaspar, P. L. (2012). Application of the factor method to maintenance decision support for stone cladding. Automation in Construction, 22, 165-174. DOI: 10.1016/j.autcon.2011.06.014.

Silva, A., de Brito, J., & Gaspar, P. L. (2016a). Stochastic approach to the factor method: durability of rendered façades. Journal of Materials in Civil Engineering, 28(2), 04015130. DOI: 10.1061/(ASCE)MT.1943-5533.0001409.

Silva, A., de Brito, J., & Gaspar, P. L. (2016b). Comparative analysis of service life prediction methods applied to rendered façades. Materials and Structures, 49(11), 4893-4910. DOI: 10.1617/s11527-016-0832-6.

Silva, A., de Brito, J., & Gaspar, P. L. (2016c). Deterministic versus probabilistic approach of the factor method for the service life prediction of ceramic claddings. In: Life-Cycle of Engineering Systems: (pp. 1277-1284). CRC Press.

Silva, C. J. G., Vitório, J. A. P., Carneiro, A. M. P., Oliveira, R. A. (2018). Análise da degradação estrutural de duas passarelas de pedestres situadas na BR-101/PE. In: 3º Encontro Luso-Brasileiro de Degradação em Estruturas de Concreto Armado, São Carlos, São Paulo, Brasil.

Silva, A., & Prieto, A. J. (2021). Modelling the service life of timber claddings using the factor method. Journal of Building Engineering, 37, 102137. DOI: 10.1016/j.jobe.2020.102137.

Soares, R. G. P., de Oliveira Rodrigues, G. G., De Moraes, I. D. L., Pacheco, C. R. X., de Moura, L. S., do Nascimento, K. M. B., Apolônio, P. H., Carneiro, A. M. P., & de Oliveira, R. A. (2021). Characterization of the useful life and structural performance of a reinforced concrete bridge in the City of Correntes-PE. Research, Society and Development, 10(5), e4810514579-e4810514579. DOI: 10.33448/rsd-v10i5.14579.

Souza, J., Silva, A., de Brito, J., & Bauer, E. (2018). Service life prediction of ceramic tiling systems in Brasília-Brazil using the factor method. Construction and building materials, 192, 38-49. DOI: 10.1016/j.conbuildmat.2018.10.084.

Zarzar Júnior, F. C. (2007). Metodologia para estimar a vida útil de elementos construtivos, baseados no método dos fatores. (Dissertação de mestrado), Departamento de Engenharia Civil, Universidade Católica de Pernambuco. http://tede2.unicap.br:8080/handle/tede/26.

Published

01/10/2021

How to Cite

SILVA, C. J. G.; VITÓRIO, J. A. P. .; MORAIS, M. H. M. F. de; CARNEIRO, A. M. P. .; OLIVEIRA, R. A. de. Study on the residual service life of two pedestrian walkways located in BR-101 / PE. Research, Society and Development, [S. l.], v. 10, n. 12, p. e559101220781, 2021. DOI: 10.33448/rsd-v10i12.20781. Disponível em: https://rsdjournal.org/index.php/rsd/article/view/20781. Acesso em: 22 nov. 2024.

Issue

Section

Engineerings