ASTM D7765-18
(Practice)Standard Practice for Use of Foundry Sand in Structural Fill and Embankments
Standard Practice for Use of Foundry Sand in Structural Fill and Embankments
SIGNIFICANCE AND USE
4.1 Earthwork associated with highway construction provides an opportunity for high volume reuse of green foundry sands discarded by the foundry industry. This practice covers methods and recommendations to use of foundry sand as embankment and structural fill.
4.2 This practice describes the unique construction considerations that may apply to foundry sands. The behavior may vary due to specific composition of the material and local conditions.
4.3 The use of foundry sand in embankment and structural fill may be regulated by local, state/provincial/regional, or national/federal regulations. These regulations should be consulted.
4.4 This practice is intended for use with green foundry sands where bentonite is used as the binder. It may not be applicable for chemically bonded foundry sands.
SCOPE
1.1 This practice covers methods to use foundry sand as embankment and structural fill.
1.2 This practice includes recommended construction (Section 5), compaction control (Section 6), and freeze-thaw durability (Section 7) practices.
1.3 The engineer should be aware that foundry sand is a by-product of metal casting industries. Various local, state/provincial/regional, or national/federal environmental laws and regulations may apply if foundry sand is used as an alternative embankment or fill material. It is advised that foundry sand users contact appropriate environmental regulators to determine what requirements or limitations may exist.
1.4 This standard applies to both green foundry sand and chemically bonded foundry sand.
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.7 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project’s many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through the ASTM consensus process.
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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Designation: D7765 − 18
Standard Practice for
1
Use of Foundry Sand in Structural Fill and Embankments
This standard is issued under the fixed designation D7765; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
1.1 This practice covers methods to use foundry sand as
mendations issued by the World Trade Organization Technical
embankment and structural fill.
Barriers to Trade (TBT) Committee.
1.2 This practice includes recommended construction (Sec-
tion 5), compaction control (Section 6), and freeze-thaw
2. Referenced Documents
durability (Section 7) practices.
2
2.1 ASTM Standards:
1.3 The engineer should be aware that foundry sand is a
C837 Test Method for Methylene Blue Index of Clay
by-product of metal casting industries. Various local, state/
D653 Terminology Relating to Soil, Rock, and Contained
provincial/regional, or national/federal environmental laws and
Fluids
regulations may apply if foundry sand is used as an alternative
D698 Test Methods for Laboratory Compaction Character-
3
embankment or fill material. It is advised that foundry sand
istics of Soil Using Standard Effort (12,400 ft-lbf/ft (600
3
users contact appropriate environmental regulators to deter-
kN-m/m ))
mine what requirements or limitations may exist.
D1556 Test Method for Density and Unit Weight of Soil in
Place by Sand-Cone Method
1.4 This standard applies to both green foundry sand and
D1557 Test Methods for Laboratory Compaction Character-
chemically bonded foundry sand.
3
istics of Soil Using Modified Effort (56,000 ft-lbf/ft
1.5 The values stated in SI units are to be regarded as
3
(2,700 kN-m/m ))
standard. No other units of measurement are included in this
D1883 Test Method for California Bearing Ratio (CBR) of
standard.
Laboratory-Compacted Soils
1.6 This standard does not purport to address all of the
D2216 Test Methods for Laboratory Determination of Water
safety concerns, if any, associated with its use. It is the
(Moisture) Content of Soil and Rock by Mass
responsibility of the user of this standard to establish appro-
D2974 Test Methods for Moisture,Ash, and Organic Matter
priate safety, health, and environmental practices and deter-
of Peat and Other Organic Soils
mine the applicability of regulatory limitations prior to use.
D4327 Test Method for Anions in Water by Suppressed Ion
1.7 This practice offers a set of instructions for performing
Chromatography
one or more specific operations. This document cannot replace
D5080 Test Method for Rapid Determination of Percent
educationorexperienceandshouldbeusedinconjunctionwith
Compaction
professional judgment. Not all aspects of this guide may be
D5918 Test Methods for Frost Heave and Thaw Weakening
applicable in all circumstances. This ASTM standard is not
Susceptibility of Soils
intended to represent or replace the standard of care by which
D6026 Practice for Using Significant Digits in Geotechnical
the adequacy of a given professional service must be judged,
Data
nor should this document be applied without consideration of
D6938 TestMethodsforIn-PlaceDensityandWaterContent
a project’s many unique aspects. The word “Standard” in the
of Soil and Soil-Aggregate by Nuclear Methods (Shallow
title of this document means only that the document has been
Depth)
approved through the ASTM consensus process.
G51 Test Method for Measuring pH of Soil for Use in
Corrosion Testing
1.8 This international standard was developed in accor-
G187 Test Method for Measurement of Soil Resistivity
dance with internationally recognized principles on standard-
Using the Two-Electrode Soil Box Method
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and
2
Rock and is the direct responsibility of Subcommittee D18.14 on Geotechnics of For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Sustainable Construction. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Jan. 1, 2018. Published February 2018. Last previous Standards volume information, refer to the standard’s Document Summary page on
edition approved in 2012 as D7765–12. DOI: 10.1520/D7765-18. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D7765 − 18
3. Terminology 5.1.2 Delivery of foundry sand should be in closed or
covered trucks.
3.1 Definitions:
5.1.3 Large-scale storage (stockpi
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D7765 − 12 D7765 − 18
Standard Practice for
1
Use of Foundry Sand in Structural Fill and Embankments
This standard is issued under the fixed designation D7765; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This practice covers methods to use foundry sand as embankment and structural fill.
1.2 It This practice includes recommended construction (Section 5), compaction control (Section 6), and freeze-thaw durability
(Section 7) practices.
1.3 The engineer should be aware that foundry sand is a by-product of metal casting industries. Various state, county, and
locallocal, state/provincial/regional, or national/federal environmental laws and regulations may apply if foundry sand is used as
an alternative embankment or fill material. It is advised that foundry sand users contact state, county, and local appropriate
environmental regulators to determine what requirements or limitations may exist.
1.4 This standard applies to both green foundry sand and chemically bonded foundry sand.
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.7 This guide offers an organized collection of information or a series of options and does not recommend a specific course
of action. This document cannot replace education or experience and should be used in conjunction with professional judgment.
Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replace
the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied
without consideration of a project’s many unique aspects. The word “Standard” in the title of this document means only that the
document has been approved through the ASTM consensus process.
1.7 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace
education or experience and should be used in conjunction with professional judgment. Not all aspects of this guide may be
applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the
adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project’s
many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through
the ASTM consensus process.
1.8 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2
2.1 ASTM Standards:
C837 Test Method for Methylene Blue Index of Clay
D653 Terminology Relating to Soil, Rock, and Contained Fluids
3 3
D698 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft (600 kN-m/m ))
D1556 Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.14 on Geotechnics of Sustainable
Construction.
Current edition approved June 1, 2012Jan. 1, 2018. Published August 2012February 2018. Last previous edition approved in 2012 as D7765–12. DOI:
10.1520/D7765-12.10.1520/D7765-18.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D7765 − 18
3
D1557
...
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