Analysis of widening interventions of two-lane rural highways

  • Igor Vieira Santos Universidade Estadual de Feira de Santana, Brasil
  • Jose Elievam Bessa Junior Universidade Federal de Minas Gerais, Brasil

Abstract

When operational problems occur on two-lane rural highways, many managers consider duplication as the main option. However, configurations such as passing lanes and “2+1” roads are intermediate solutions widely used in other countries to improve operational conditions. Thus, the main objective of this dissertation was to analyze the operational conditions and the feasibility of widening interventions of two-lane rural highways, such as i) passing lanes; ii) 2+1 road; iii) duplication. The proposed method had three main steps: i) data collection and treatment; ii) operational analysis by determining the levels of service using the 6th and 7th editions of the HCM. The results obtained with HCM-7 indicated that the passing lanes could promote one level of service improvement, which can last for seven to ten years. Similarly, 2+1 highways can improve operational conditions for 16 years, and highway duplication is not necessary during this period. Segments with level terrain presented results (obtained with HCM-6) that take an average of six years to be equivalent to the results obtained for segments with rolling terrain, which represents an operational advantage. The level of service obtained with HCM-7 was considerably better than applying HCM-6. The difference to achieve the level of service “D” for rolling terrain, between both manuals, was 20 years.

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Author Biographies

Igor Vieira Santos, Universidade Estadual de Feira de Santana, Brasil
Mestre em Geotecnia e Transportes pela UFMG, Pós-Graduado em Transportes e Trânsito pelo Centro Federal de Educação Tecnológica de Minas Gerais, com graduação em Engenharia Civil pela Universidade Fumec e Curso Técnico de Transportes e Trânsito também polo CEFET/MG. É Professor do Magistério Superior na Universidade Estadual de Feira de Santana (UEFS), lotado no Departamento de Tecnologia (DTEC). Atua, principalmente, nos seguintes temas: Elaboração de estudos de tráfego, processamento de dados de pesagem, estudos de viabilidade técnico-econômica e estudos de capacidade e níveis de serviço.
Jose Elievam Bessa Junior, Universidade Federal de Minas Gerais, Brasil
Graduado em Engenharia Civil pela Universidade Federal do Ceará (2006). Mestre (2009) e Doutor (2015) em Engenharia de Transportes pela Escola de Engenharia de São Carlos (EESC-USP). É Professor do Magistério Superior na Universidade Federal de Minas Gerais (UFMG), lotado no Departamento de Engenharia de Transportes e Geotecnia (DETG). Atua, principalmente, nos seguintes temas: Simulação de Tráfego, Capacidade viária e nível de serviço e Controle de tráfego urbano.
Published
2024-12-09
How to Cite
Vieira Santos, I., & Bessa Junior, J. E. (2024). Analysis of widening interventions of two-lane rural highways. Revista Transporte Y Territorio, (31), 139-162. https://doi.org/10.34096/rtt.i31.12523