Análise do impacto do período de projeto de pavimentos no custo global de obras rodoviárias
DOI:
https://doi.org/10.14295/transportes.v24i4.1056Keywords:
Design period, reliability, pavements, project costs.Abstract
Most projects for the construction of big highways in Brazil are based on conventional design methods. It is also common practice in Brazil to adopt a period of ten years to account for the traffic load when designing flexible pavements. However, some highway infrastructure projects are rather expensive and the costs related to earthworks or special structures, such as bridges and drainage, can significantly overshadow the cost of the pavement construction. Therefore, it is important to evaluate the economic impact of considering longer design periods, still in the stage of study of viability of a big highway project. The objective of this paper is to show the relation between overall cost and design reliability with the increase of design period. Five big highways infrastructure projects under construction by the Brazilian National Department of Transport Infrastructure (DNIT), in the context of the Program for Growth Acceleration (PAC), are investigated as case studies. The cases include two highways with rigid pavement and three others with flexible pavements. The results show clearly that a significant increase in design period does not impact significantly the overall costs. In all cases, doubling the period of design would increase the of overall cost of the contract by less than 4%. Perhaps most importantly, the results of mechanist analyses show that the probability of failure of the pavement due to fatigue cracking of the concrete layer decreases when longer design periods are adopted. In order works, the adoption of longer design periods not only has little impact on the overall costs of big highway construction projects, but also lead to pavements with higher design reliability.Downloads
References
AI (1999). MS-1 – Thickness Design – Highways & Streets. Asphalt Institute, 9th Edition, 110 p.
BORGES, W.R., SILVA, L.A., CUNHA, L.S., BRANCO, R.M.G.C e FARIAS, M.M. (2014). GPR Applied to Rigid Pavement from Santos Dumont Airport, RJ. RBGf, Revista Brasileira de Geofísica, 32(2), 225-234.
CODOT (2015). Pavement Design Manual. Colorado Department of Transportation, 610 p.
DENATRAN (2015). Departamento Nacional de Trânsito, www.denatran.gov.br. Acessado em 15/12/2015.
DNIT (2006). Manual de Pavimentação. Instituto de Pesquisas Rodoviárias, Departamento Nacional de Infraestrutura em Transportes, 277 p.
DNIT (2015). www.dnit.gov.br/planejamento-e-pesquisa/planejamento/evolucao-da-malha-rodoviaria. Acessado em 15/12/2015.
FDOT (2015). Flexible and Rigid Pavement Design Manual. Office of Design, Pavement Management Section, Florida Department of Transportation.
HDM (2015). Highway Design Manual. California Department of Transportation. 6th Edition.
FRANCO, F. A. C. P. (2007). Método de dimensionamento mecanístico-empírico de pavimentos asfálticos – SisPav. Tese de Doutorado, Universidade Federal do Rio de Janeiro, COPPE, 315 p.
HALL, K., DAWOOD, D., VANIKAR, S., TALLY, R., CACKLER, T., CORREA, A. DEEM, P., DUIT, J., GEARY, G., GISI, A., HANNA, A., KOSMATKA, S., RASMUSSEN, R., TAYABJI, S., VOIGT, G. (2007). Long-Life Concrete Pavements in Europe and Canada. Federal Highway of Administration Report nº FHWA-PL-07-027.
HIDOT (2002). Pavement Design Manual. Highways Division, Hawaii Department of Transportation, 75 p.
HUANG, Y. H. (2004). Pavement analysis and design. Segunda edição. Pearson Prentice Hall.
IDOT (2015). Pavement Design. Bureau of Design and Environment Manual. Illinois Department of Transportation, 4366 p.
KCC (2001). Road Pavement Design Guide. Kent County Concil, 54 p.
MDOT (2012). Pavement Design and Selection. Construction Field Services Division, Michigan Department of Transportation, 50 p.
MEDINA, J. & MOTTA, L. M. G. (2015). Mecânica dos Pavimentos. Editora Interciência, 3a Edição, 640 p.
SANTIAGO, L. S. & SOARES, J. B. (2015). Contribuições ao desenvolvimento do novo método de dimensionamento de pavimentos asfálticos no Brasil. XXIX Congresso Nacional de Pesquisa em Transporte da ANPET. Ouro Preto, MG.
SANTOS, C. R. (2011). Dimensionamento e análise do ciclo de vida de pavimentos rodoviários: uma abordagem probabilística. Tese de doutoramento, Universidade de Sâo Paulo (USP). São Paulo.
SILVA, L. A. (2014). Uso de Georadar (GPR) e retroanálises de deflexões como suporte a análises probabilísticas de desempenho de pavimentos. Tese de Doutorado, Publicação Departamento de Engenharia Civil, Universidade de Brasília, Brasília, DF, 192p.
SCDOT (2008). Pavement Design Guidelines. Office of Materials and Research Pavement Design Unit, South Caroline Department of Transportation, 47 p.
TIMM, D. H.; NEWCOMB, D. E.; BIRGISSON, B.; GALAMBOS, T. V. (1999) Incorporation of reliability into the Minnesota mechanistic-empirical pavement design method. University of Minnesota. Minneapolis, Minnesota, Estados Unidos.
TXDOT (2011). Pavement Design Guide. Texas Department of Transportation, 428 p.
Downloads
Published
How to Cite
Issue
Section
License
Authors who submit papers for publication by TRANSPORTES agree to the following terms:
- Authors retain copyright and grant TRANSPORTES the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors may enter into separate, additional contractual arrangements for the non-exclusive distribution of this journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in TRANSPORTES.
- Authors are allowed and encouraged to post their work online (e.g., in institutional repositories or on their website) after publication of the article. Authors are encouraged to use links to TRANSPORTES (e.g., DOIs or direct links) when posting the article online, as TRANSPORTES is freely available to all readers.
- Authors have secured all necessary clearances and written permissions to published the work and grant copyright under the terms of this agreement. Furthermore, the authors assume full responsibility for any copyright infringements related to the article, exonerating ANPET and TRANSPORTES of any responsibility regarding copyright infringement.
- Authors assume full responsibility for the contents of the article submitted for review, including all necessary clearances for divulgation of data and results, exonerating ANPET and TRANSPORTES of any responsibility regarding to this aspect.