ABSTRACT
The incineration of municipal solid waste (MSW) produces byproducts known as MSW incineration (MSWI) ash. The reuse of MSWI ash as a construction material prevails in several areas of the world, namely Europe and Asia, however, reuse in the United States (US) lags due to regulatory requirements for disposal practices. Developing a recycling program for MSWI ash provides an alternative end-of-life disposal scenario for material currently landfilled and supplements the reliability on mining of natural aggregates. This study provides a programmatic review of the past decade of challenges and opportunities a local government in the US has experienced to implement a recycling program for their MSWI bottom ash (BA) as a construction aggregate in road materials such as hot mix asphalt, concrete pavement, and road base. The regulatory and practical challenges in the US are presented, including meeting mechanical and environmental performance requirements (e.g. strength and leaching-to-groundwater). The novel approach to overcoming these challenges includes blending the MSWIBA from two facilities with common aggregates, creating suitable construction materials. Interfacing with local and state agencies such as the Department of Environmental Protection and Transportation resulted in additional testing to establish the MSWIBA as a beneficial use material and obtain essential approvals for advancing reuse opportunities. This paper synthesizes available data regarding the challenges, opportunities, and implementation of this recycling program by reviewing the experiences of an MSWI facility in the US to provide fundamental guidance to those considering similar applications.
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ABU | = | Ash Beneficial Use |
Al | = | Aluminum |
As | = | Arsenic |
ASR | = | Alkali-Silica Reactivity |
BA | = | Bottom Ash |
BUD | = | Beneficial Use Demonstrations |
CA | = | Combined Ash |
CBR | = | California Bearing Ratio |
CC | = | Cemented Coquina |
Cd | = | Cadmium |
CFA | = | Coal Fly Ash |
EPA | = | Environmental Protection Agency |
FA | = | Fly Ash |
FDEP | = | Florida Department of Environmental Protection |
FDOT | = | Florida Department of Transportation |
HMA | = | Hot Mix Asphalt |
IWEM | = | Industrial Waste Management Evaluation Model |
LBR | = | Limerock Bearing Ratio |
LR | = | Limerock |
MCPT | = | Miniature Concrete Prism Test |
MSWI | = | Municipal Solid Waste Incinerator |
MSWIBA | = | Municipal Solid Waste Incinerator Bottom Ash |
MSW | = | Municipal Solid Waste |
NS | = | Nonstructural |
Pb | = | Lead |
PCC | = | Portland cement concrete |
PSD | = | Particle Size Distribution |
RAP | = | Recycled Asphalt Pavement |
RCA | = | Recycled Concrete Asphalt |
RDF | = | Refuse Derived Fuel |
REF | = | Renewable Energy Facility |
RSL | = | Regional Screening Level |
Sb | = | Antimony |
SPLP | = | Synthetic Precipitation Leaching Procedure |
SWA | = | Solid Waste Authority |
US | = | United States |
Acknowledgements
This work was supported by the Solid Waste Authority of Palm Beach County, Florida.
Data Availability Statement
The data that support the findings of this study are available from the corresponding author, T.G.T, upon reasonable request.
Disclosure of Interest
Ramana Kari and Nate Meyer are employees for the Solid Waste Authority of Palm Beach County.