Assessing recycled/secondary materials as pavement bases

Sireesh Saride, Anand J. Puppala, Richard Williammee

Proceedings of the Institution of Civil Engineers - Ground Improvement · 2010 · 47 citations · 14 references

Concepts

TL;DR

The use of recycled or secondary materials in pavement construction is gaining popularity because they conserve natural resources, reduce energy use, protect the environment, and lower life‑cycle costs. The study evaluates the use of reclaimed asphalt pavement and cement‑stabilised quarry fines as pavement bases for a highway extension in Arlington, Texas, and discusses the project’s sustainability. Laboratory tests (strength, compressibility, swell/shrink, resilient modulus) and field monitoring with inclinometers, pressure cells, and surface profiling were conducted to assess the performance of the recycled base materials. Analysis of laboratory and field data shows that the recycled materials can be effectively used as pavement bases.

Abstract

The use of recycled or secondary materials in pavement construction is gaining popularity owing to the added advantages over conventional materials, which include the conservation of natural resources, conservation of energy, preservation of the environment and reduction in life-cycle costs. In this research, two types of recycled materials, namely reclaimed asphalt pavement and cement-stabilised quarry fines, were utilised as pavement base materials for a highway extension project in Arlington, Texas, USA. Prior to the construction of test sections, a series of laboratory studies including strength, compressibility, swell/shrink and resilient modulus tests were performed on the selected base materials to verify their suitability as base materials for pavement construction. Pavement test sections were instrumented with horizontal inclinometers and pressure cells to monitor the long-term performance of these new base materials. Pavement surface profiling surveys were also conducted at regular intervals to monitor for any accumulated roughness of the pavement surfaces. Analysis of results obtained from both laboratory and field monitoring studies demonstrates that these secondary materials can be effectively used as pavement bases. The sustainability issues of this project are also discussed in detail.

References

14