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Replaces Technical Note DOER-C2
February 1998 (May 1999)
Dredged Material Characterization Tests
for Beneficial Use Suitability
within and between sites, making consideration of the potential beneficial uses of dredged material
more difficult. This technical note provides guidance on the nature and types of physical,
engineering, chemical, and biological characterization tests appropriate for determining the poten-
tial for beneficial uses of dredged material in aquatic, wetland, and upland environments.
BACKGROUND: The U.S. Army Corps of Engineers (USACE) has the responsibility for
maintaining and improving navigation in waters of the United States. More than 300 million cubic
meters of sediment are dredged annually to accomplish this task. Most of the dredged material
(approximately 90 percent) is considered uncontaminated. However, some waterways are located
near areas that are highly industrialized or in urban settings, and the sediments have been
contaminated by point and nonpoint sources of metals and anthropogenic organic chemicals [e.g.,
petroleum aromatic hydrocarbons (PAHs) and/or polychlorinated biphenyls (PCBs)]. Agricultural
practices have also contributed to sediment contamination (pesticides, herbicides, fertilizers) in
rural areas. Contaminated sediments, unacceptable for open-water placement, are usually placed
in confined disposal facilities (CDFs) or confined placement facilities (CPFs). Because many
existing CPFs are filled to capacity, finding additional suitable placement sites for dredged material
is a growing concern. The USACE/U.S. Environmental Protection Agency (USEPA) technical
framework describes the evaluation procedures established for the determination of beneficial uses
of dredged material (USACE/USEPA 1992). A beneficial use component is included in that
framework and is expanded in this technical note to give additional guidance on its implementation.
Alternatives must be developed that can provide beneficial uses for both the contaminated and
uncontaminated dredged material in CPFs so that these materials can be removed and used, resulting
in the creation of additional CPF storage capacity for future dredging activities.
INTRODUCTION: Dredged material, like soil, is a complex matrix with many dynamic interact-
ing components that can affect more than one property. Adequate assessments of the geotechnical,
engineering, chemical, and biological properties must be considered in determining the potential
beneficial uses of a dredged material. The properties of a dredged material must be matched to a
particular beneficial use. Conditioning dredged material may also be required to produce a material
that can perform a beneficial function. A number of physical, engineering, chemical, and biological
tests are available to characterize and aid in making decisions about the potential beneficial uses of
the dredged material. Appropriate characterization tests are listed in Tables 1-3 of this technical
note. Even though most of these analyses were initially designed for soils, they can be applied to
dredged material because of its soil-like nature. The terms "soil" and "dredged material" will be
used interchangeably throughout this technical note.
Characterization of the dredged material is initiated by an evaluation of its physical properties
including (a) grain-size distribution, (b) particle shape, (c) texture, (d) water content, (e) permeability,
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