Desempeño de los RCD en vías urbanas

Ana Sofia Figueroa Infante; Humberto  Ramírez Gómez

doi:10.14482/inde.42.02.864.445

Authors

Ana Sofia Figueroa Infante Universidad de la Salle https://orcid.org/0000-0002-4185-362X
Humberto Ramírez Gómez Unidad Administrativa especial de Rehabilitación y Mantenimiento Vial (UMV) https://orcid.org/0009-0000-1035-9867

DOI:

https://doi.org/10.14482/inde.42.02.864.445

Keywords:

IRI of C&DW, DCM-20, Sustainable Pavements, C&DW

Abstract

This research presents an advance of the structural response of the Construction and Demolition Waste (CD&W) used in a local road in Bogotá D.C. for medium traffic, half of it was built with virgin materials and the other half with CD&W. The construction of the road was finished in January 2020, and since then, structural and functional monitoring of each section has been monitored in order to have greater certainty on the performance of the RCDs. Among the results obtained, the high susceptibility to moisture damage of the Cold Dense Mix, MDF 20, with 100% Recycled Asphalt Pavement (RAP) stands out. Among the analyses performed, the visual auscultation with the Pavement Condition Index (PCI) method yielded a value of 85 (excellent) for the conventional pavement and 74 (very good) for the pavement with RCD. The International Roughness Index (IRI) was 3,3 m/km for the conventional section and 3,7 m/km for the RCD section. This indicates that the average serviceability at 2,9 years, obtained from the Paterson and Gillespie equation, is 2,66 for the conventional pavement and 2,89 for the RCD pavement.

References

A. I. Ortega Acosta, H. L. Casas Camargo, and Y. X. Figueroa García, “Cartilla RCD - Secretaría Distrital de Ambiente,” Secretaría Distrital de Ambiente y Alcaldía Mayor de Bogotá, 2015. http://www.ambientebogota.gov.co/web/publicaciones-sda/cartilla-rcd (accessed May 27, 2020).

Congreso de Colombia, “Decreto 838 de 2005 (Marzo 23),” pp. 1–10, 2005, [Online]. Available: http://www.corpamag.gov.co/archivos/normatividad/Decreto838_20050323.htm.

C. Olmedo and R. Korczak, “Forensic Pavement Study: Practical Methods, Analysis and Applications,” 2010. Accessed: May 29, 2021. [Online]. Available: Stantec Consulting 49 Frederick Street, Kitchener, N2H 6M7 ON, Canada.

S. Patel, R. R. Pai, M. D. Bakare, and J. T. Shahu, “Field evaluation of road pavement constructed with waste materials through nondestructive testing,” in Materials Today: Proceedings, 2019, vol. 28, pp. 1254–1260, doi: 10.1016/j.matpr.2020.04.146.

K. J. Kowalski et al., “Eco-friendly Materials for a New Concept of Asphalt Pavement,” Transp. Res. Procedia, vol. 14, pp. 3582–3591, 2016, doi: 10.1016/j.trpro.2016.05.426.

“Opciones de utilización de infraestructura vial y demolición-RCD en la residuos de construcción,” Rev. Vial, vol. 139, no. Sostenibilidad, pp. 34–42, 2021, [Online]. Available: https://es.calameo.com/read/006347347023514cd0c31.

ASTM, “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys1,” pp. 1–48, 1995, doi: 10.1520/D6433-20.2.

T. D. Gillespie, “Everything You Always Wanted to Know about the IRI , But Were Afraid to Ask?! by Presented at the Road Profile Users Group Meeting Lincoln , Nebraska Everything You Always Wanted to Know about the IRI , But Were Afraid to Ask?!,” Transp. Res., 1992.

M. C. Arriaga Patiño, P. G. Anguas, and A. Rico Rodriguez, “Índice Internacional De Rugosidad En La Red Carretera De México,” no. 108, pp. 1–57, 1998, [Online]. Available: http://imt.mx/archivos/Publicaciones/PublicacionTecnica/pt108.pdf.

P. Aguila Rodriguez, “Manual Del UsuariomerlinermerlinerTMMerlín Equipo Para Rugosidad,” [Online]. Available: https://fdocuments.ec/document/105392186-manual-usuario-merlin.html?page=1.

INVIAS, “Medida Del Coeficiente De Resistencia Al Deslizamiento Usando El Péndulo Británico,” 2013. www.invias.gov.co.

INVIAS, “MEDIDA DE LA MACROTEXTURA SUPERFICIAL DE UN PAVIMENTO EMPLEANDO LA TÉCNICA VOLUMÉTRICA INV E – 791 – 13,” Invias, 2012. https://www.da-lab.co/wp-content/uploads/2021/04/INV-791-13.pdf.

M. de T. y C. G. J. Zabala, “Manual de Usuario del EvalPav - Software para evaluacion de pavimentos en carreteras y aeropuertos de superficie asfaltica, y carreteras no pavimentadas.,” vol. 1. MTC, Lima, Perú, pp. 1–20, 2015.

Instituto Nacional de Vías. INVÍAS, “Artículo 400- 07. Disposiciones generales para la ejecución de riegos de imprimación, liga y curado, tratamientos superficiales, sellos de arena asfalto, lechadas asfálticas, mezclas asfálticas en frío y en caliente y reciclado de pavimentos,” Normas y Especificaciones INVIAS, 2013.

J. C. Wambold et al., “International PIARC Experiment to Compare and Harmonize Texture and Skid Resistance Measurements Expérience internationale AIPCR para la comparison et d’harmonisation des mesures d’adhérance et de texture,” 1995.

Ministerio de Transporte de Colombia. INVIAS, “Guia metodológica para el Diseño de obras de rehabilitación de pavimentos asfálticos de carreteras,”. Guia metodológica, 2002. Pág, 104. https://www.invias.gov.co/index.php/documentos-tecnicos.

Transportation Officials, 1993. AASHTO Guide for Design of Pavement Structures, 1993 (Vol. 1). Aashto.I-54.