Determining Pavement Design Criteria for Recycled Aggregate Base and Large Stone Subbase

Project Details
STATUS

In-Progress

START DATE

11/27/17

END DATE

10/31/20

FOCUS AREAS

Infrastructure

RESEARCH CENTERS InTrans, PROSPER
SPONSORS

Minnesota Department of Transportation
National Road Research Alliance (NRRA)

Researchers
Principal Investigator
Bora Cetin
Co-Principal Investigator
Ashley Buss

Assistant Professor, Civil, Construction and Environmental Engineering

Co-Principal Investigator
Halil Ceylan

Director, PROSPER

Co-Principal Investigator
Junxing Zheng

Iowa State University

Co-Principal Investigator
William Likos

University of Wisconsin – Madison

Co-Principal Investigator
Tuncer B. Edil

University of Wisconsin – Madison

About the research

Although recycled pavement materials have been used in roadway base layers for many years, a specific design method does not exist that describes how to build roadways with these materials. Many state departments of transportation (DOTs) assume recycled base materials behave similar to base layers built with conventional virgin aggregates (VA). There is a similar lack of an existing design methodology for pavement systems built with a large stone subbase (LSSB).

The project has three main goals.

  • Determine the field and laboratory performance of materials and lest sections built with recycled aggregate bases (RAB) including recycled concrete aggregate (RCA), recycled asphalt pavement (RAP), and mixtures of these materials with VA. In addition, similar analyses will be conducted for the test sections built with 18 in. thick LSSB with different compaction methods (1-lift and 2-lift), and those 9 in. thick LSSB built with geogrids and geotextiles. To accomplish this goal, the research team will evaluate both the geomechanical and environmental properties of these pavement systems. It should be noted that the LSSB sections have only one type of aggregate base and the multiple recycled aggregate base sections do not have LSSB indicating that experiments for each different design methods are separate.
  • Develop a method to estimate the stiffness and permeability of RAB and LSSB designs. This goal will be achieved by establishing correlations between common laboratory test data and both laboratory and field modulus and permeability values.
  • Prepare a pavement design and construction specification for roadways built with RAB and LSSB designs. This goal will be accomplished via a summary of the results of all tasks, taking into account the performance, cost benefits, and life cycle costs of these systems.

The outcome of this research will optimize the use of recycled materials and LSSB designs, while maintaining pavement quality, resulting in cost savings and conservation of natural resources.

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