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Review Article

Opportunities and challenges with implementing a recycling program for municipal solid waste incineration (MSWI) bottom ash as a construction aggregate: A programmatic review

ORCID Icon, , , &
Received 27 Nov 2023, Accepted 17 Jul 2024, Accepted author version posted online: 24 Jul 2024
 
Accepted author version

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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As a service to authors and researchers we are providing this version of an accepted manuscript (AM). Copyediting, typesetting, and review of the resulting proofs will be undertaken on this manuscript before final publication of the Version of Record (VoR). During production and pre-press, errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal relate to these versions also.

ACRONYMS

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.

Additional information

Funding

This work was supported by the Solid Waste Authority of Palm Beach County.

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