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ASTM E850-95(2002)

(Practice)

Standard Practice for Use of Inorganic Process Wastes as Structural Fill

Standard Practice for Use of Inorganic Process Wastes as Structural Fill

SCOPE
1.1 This practice provides guidance for use of selected process wastes as structural fills by listing representative test methods for predicting and evaluating those physical characteristics of waste that are related to the integrity of fills and to protection of ground and surface waters.
1.2 Table 1 lists references which provide engineering practices and test procedures that may be applied to process waste for use as structural fill.
1.3 Some process wastes may produce leachate that exceeds environmentally acceptable limits. Special provisions are included to accommodate this class of materials (see 7.2).

General Information

Status
Historical
Publication Date
09-Oct-1995
ICS
13.030.50 - Recycling
Technical Committee
D34 - Waste Management
Drafting Committee
D34.03 - Treatment, Recovery and Reuse
Current Stage
Ref Project

Relations

Replaces
ASTM E850-95 - Standard Practice for Use of Inorganic Process Wastes as Structural Fill
Effective Date
10-Oct-1995
Replaced By
ASTM E850-95(2007) - Standard Practice for Use of Inorganic Process Wastes as Structural Fill
Effective Date
01-Feb-2007
Referred By
ASTM E1266-20 - Standard Practice for Processing Mixtures of Lime, Fly Ash, and Heavy Metal Wastes in Structural Fills and Other Construction Applications
Effective Date
10-Oct-1995
Referred By
ASTM D5681-22e1 - Standard Terminology for Waste and Waste Management
Effective Date
10-Oct-1995

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ASTM E850-95(2002) - Standard Practice for Use of Inorganic Process Wastes as Structural FillASTM E850-95(2002) - Standard Practice for Use of Inorganic Process Wastes as Structural Fill
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ASTM E850-95(2002) - Standard Practice for Use of Inorganic Process Wastes as Structural Fill
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:E850–95 (Reapproved 2002)
Standard Practice for
1
Use of Inorganic Process Wastes as Structural Fill
This standard is issued under the fixed designation E850; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope D698 Test Method for Laboratory Compaction Character-
3
istics of Soil Using Standard Effort (12,400 ft-lbf/ft (600
1.1 This practice provides guidance for use of selected
3
kN-m/m ))
process wastes as structural fills by listing representative test
D854 Test Method for Specific Gravity of Soils
methods for predicting and evaluating those physical charac-
D1140 Test Method forAmount of Material in Soils Finer
teristics of waste that are related to the integrity of fills and to
Than the No. 200 (75-µm) Sieve
protection of ground and surface waters.
D1452 Practice for Soil Investigation and Sampling by
1.2 Table 1 lists references which provide engineering
Auger Borings
practices and test procedures that may be applied to process
D1556 Test Method for Density and UnitWeight of Soil in
waste for use as structural fill.
Place by the Sand-Cone Method
1.3 Someprocesswastesmayproduceleachatethatexceeds
D1557 TestMethodforLaboratoryCompactionCharacter-
environmentally acceptable limits. Special provisions are in-
3
istics of Soil Using Modified Effort (56,000 ft-lbf/ft
cluded to accommodate this class of materials (see 7.2).
3
(2,700 kN-m/m ))
2. Referenced Documents D1586 Test Method for Penetration Test and Split-Barrel
2
Sampling of Soils
2.1 ASTM Standards:
D1587 Practice for Thin-Walled Tube Sampling of Soils
C294 Descriptive Nomenclature for Constituents of Natu-
D1633 Test Method for Compressive Strength of Molded
ral Mineral Aggregate
Soil-Cement Cylinders
C295 Guide for Petrographic Examination of Aggregates
D2049 Test Method for Relative Density of Cohesionless
for Concrete
3
Soils
C593 Specification for Fly Ash and Other Pozzolans for
D2166 Test Method for Unconfined Compressive Strength
Use with Lime
of Cohesive Soil
C821 Specification for Lime for Use with Pozzolans
D2167 Test Method for Density and UnitWeight of Soil in
D420 Guide to Site Characterization for Engineering, De-
Place by the Rubber Balloon Method
sign, and Construction Purposes
D2216 TestMethodforLaboratoryDeterminationofWater
D421 Practice for Dry Preparation of Soil Samples for
(Moisture) Content of Soil and Rock
Particle-Size Analysis and Determination of Soil Con-
D2217 Practice for Wet Preparation of Soil Samples for
stants
Particle-Size Analysis and Determination of Soil Con-
D422 Test Method for Particle-Size Analysis of Soils
stants
D4318 Test Method for Liquid Limit, Plastic Limit, and
D2434 Test Method for Permeability of Granular Soils
Plasticity Index of Soils
(Constant Head)
D559 Test Methods for Wetting and Drying Compacted
D2487 Classification of Soils for Engineering Purposes
Soil-Cement Mixtures
(Unified Soil Classification System)
D560 Test Methods for Freezing and Thawing Compacted
D2488 Practice for Description and Identification of Soils
Soil-Cement Mixtures
(Visual-Manual Procedure)
D653 Terminology Relating to Soil, Rock, and Contained
D2573 Test Method for Field Vane Shear Test in Cohesive
Fluids
Soil
D2664 Test Method for Triaxial Compressive Strength of
1
This practice is under the jurisdiction of ASTM Committee D34 on Waste
Undrained Rock Core Specimens Without Pore Pressure
Management and is the direct responsibility of Subcommittee D34.03.03 on
Measurements
Industrial Recovery and Reuse.
Current edition approved Oct. 10, 1995. Published December 1995. Originally
published as E850–82. Last previous edition E850–88.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on Discontinued—See 1983 Annual Book of ASTM Standards. Vol 04.08. Re-
the ASTM website. placed by D4253.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
E850–95 (2002)
D2850 Test Method for Unconsolidated, Undrained Com- 3.6 leachate—liquid that has percolated through or passed
pressive Strength of Cohesive Soils in Triaxial Compres- over a solid waste or other medium and contains dissolved or
sion suspended materials, or both, from the medium.
3.7 process waste— inorganic by-product materials such as
D 2922 Test Methods for Density of Soil and Soil-
mine tailings, culm piles, coal processing conversion and
Aggregate in Place by Nu
...

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5.1 Exposing a specimen to conditions of one-directional environmental cycling can increase its moisture content until a decrease in material properties occurs (at a specific number of cycles). Such a test could be inappropriate due to the number of cycles required to cause a decrease in material properties since product performance issues often arise only after many years of exposure. The use of a preconditioning procedure is not intended to duplicate expected field performance. Rather the purpose is to increase the moisture content of test materials prior to subjecting to them to environmental cycling.  
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SCOPE
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