Pavement Design Issues and Embankment Construction for the Second Runway at Cancn International Airport, Mexico

Abstract

Cancun International Airport (CUN) located on the tip of the Yucatan peninsula in southeast Mexico is the second largest airport in Mexico. It served more than 11.3 million passengers in 2007 - the most international passengers in Latin America and Cancun is the biggest tourist destination in Mexico and the Caribbean. Aeropuertos del Sureste (ASUR) group has a concession contract for 9 airports in the southeast of Mexico and under their Master Development Agreement are committed to the construction of a second (parallel) runway at Cancun International Airport by the end of 2009 in order to meet the ever increasing demand for air services at this key worldwide tourist destination. This paper describes the key pavement geotechnical issues, design methods and construction materials and techniques utilized to engineer and build the embankment for the new 2800 meter (9200 feet) runway. The main design and construction issues covered include: discussion of the greenfield site featuring variable karst topography with the potential for extensive surface and hidden subterranean cavities; pavement design criteria including aircraft loading and minimum elevation for hurricane flooding; high water table and drainage by infiltration; design of runway and taxiway stabilized flexible pavements to FAA criteria including utilization of FAARFIELD methodologies; development of heavyweight proof rolling methods to confirm suitability of natural subgrade and identification of cavities; and, utilization of local materials and construction methods for construction of the subgrade embankment and pavement structure layers.