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ASTM D7765-12

(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 state and local codes. These codes 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 It 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 local 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 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 and health 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.

General Information

Status
Historical
Publication Date
31-May-2012
ICS
77.180 - Equipment for the metallurgical industry
Technical Committee
D18 - Soil and Rock
Drafting Committee
D18.14 - Geotechnics of Sustainable Construction
Current Stage
Ref Project

Relations

Replaced By
ASTM D7765-18 - Standard Practice for Use of Foundry Sand in Structural Fill and Embankments
Effective Date
01-Jan-2018

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ASTM D7765-12 - Standard Practice for Use of Foundry Sand in Structural Fill and EmbankmentsASTM D7765-12 - Standard Practice for Use of Foundry Sand in Structural Fill and Embankments
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ASTM D7765-12 - Standard Practice for Use of Foundry Sand in Structural Fill and Embankments
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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: D7765 − 12
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 2. Referenced Documents
2
2.1 ASTM Standards:
1.1 This practice covers methods to use foundry sand as
C837 Test Method for Methylene Blue Index of Clay
embankment and structural fill.
D653 Terminology Relating to Soil, Rock, and Contained
1.2 It includes recommended construction (Section 5), com-
Fluids
pactioncontrol(Section6),andfreeze-thawdurability(Section
D698 Test Methods for Laboratory Compaction Character-
7) practices.
3
istics of Soil Using Standard Effort (12 400 ft-lbf/ft (600
3
kN-m/m ))
1.3 The engineer should be aware that foundry sand is a
by-product of metal casting industries. Various state, county, D1556 Test Method for Density and Unit Weight of Soil in
Place by Sand-Cone Method
and local environmental laws and regulations may apply if
foundry sand is used as an alternative embankment or fill D1557 Test Methods for Laboratory Compaction Character-
3
istics of Soil Using Modified Effort (56,000 ft-lbf/ft
material. It is advised that foundry sand users contact state,
3
county, and local environmental regulators to determine what (2,700 kN-m/m ))
D1883 Test Method for CBR (California Bearing Ratio) of
requirements or limitations may exist.
Laboratory-Compacted Soils
1.4 This standard applies to both green foundry sand and
D2216 Test Methods for Laboratory Determination of Water
chemically bonded foundry sand.
(Moisture) Content of Soil and Rock by Mass
1.5 The values stated in SI units are to be regarded as D2974 Test Methods for Moisture,Ash, and Organic Matter
standard. No other units of measurement are included in this
of Peat and Other Organic Soils
standard. D4327 Test Method for Anions in Water by Suppressed Ion
Chromatography
1.6 This standard does not purport to address all of the
D5080 Test Method for Rapid Determination of Percent
safety concerns, if any, associated with its use. It is the
Compaction
responsibility of the user of this standard to establish appro-
D5918 Test Methods for Frost Heave and Thaw Weakening
priate safety and health practices and determine the applica-
Susceptibility of Soils
bility of regulatory limitations prior to use.
D6026 Practice for Using Significant Digits in Geotechnical
1.7 This guide offers an organized collection of information
Data
or a series of options and does not recommend a specific
D6938 Test Method for In-Place Density and Water Content
course of action. This document cannot replace education or
of Soil and Soil-Aggregate by Nuclear Methods (Shallow
experience and should be used in conjunction with professional
Depth)
judgment. Not all aspects of this guide may be applicable in all
G51 Test Method for Measuring pH of Soil for Use in
circumstances. This ASTM standard is not intended to repre-
Corrosion Testing
sent or replace the standard of care by which the adequacy of
G187 Test Method for Measurement of Soil Resistivity
a given professional service must be judged, nor should this
Using the Two-Electrode Soil Box Method
document be applied without consideration of a project’s many
unique aspects. The word “Standard” in the title of this
3. Terminology
document means only that the document has been approved
3.1 For definitions related to geotechnical properties, see
through the ASTM consensus process.
Terminology D653.
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 June 1, 2012. Published August 2012. DOI: 10.1520/ Standards volume information, refer to the standard’s Document Summary page on
D7765-12. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D7765 − 12
3.2 Definitions of Terms Specific to This Standard: 5.1.4 Foundrysandmaterialshouldbespreadintolooselifts
3.2.1 active clay content, n—the clay fraction that still can of approximately 20 cm thickness. The engineer may consider
thicker lift dimensions if it can be satisfactorily demonstrated
be hydrated.
with a test section that adequate compaction can be achieved
3.2.2 binders, n—additives used to hold the sand in the
...

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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.
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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 primarily applies to green foundry sand and also generally to 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.  
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This specification covers requirements for pneumatic rotary descaling machines for removal of paint, rust, scale, nonskid deck covering and other coatings from steel and aluminum structures. These portable machines are intended for use in a marine environment, subject to salt air and spray during use and high humidity during storage. De scaling machines are available in two types and two classes, as follows: Type 1 which is the hand-held and Type 2 which is the deck-supported type. Both types have two classes which are Class A in inch-pound design and Class B in SI metric design. Hubs for use with descaling machines are also available in four classes: Class A is a hub that is non-metallic, nonwoven and non-contaminating, Class B is a peening hub for aluminum surfaces, Class C is a hub of metallic hammer type used for steel surfaces and Class D is a hub of metallic cutter type use for steel surfaces. A service life test shall be conducted on an uncoated steel test plate and each hub shall be subjected to a performance test.
SCOPE
1.1 This specification covers requirements for pneumatic rotary descaling machines for removal of paint, rust, scale, nonskid deck covering, and other coatings from steel and aluminum structures. These portable machines are intended for use in a marine environment, subject to salt air and spray during use and high humidity during storage.  
1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.  
1.3 The following precautionary statement pertains to the test method portion only, Section 12, of this specification:  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. Specific precautionary statements are given in 17.2.1.  
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Standard Guide for Managing Heat Stress and Heat Strain in Foundries

SIGNIFICANCE AND USE
4.1 This guide is intended to describe heat management program elements that foundries use to prevent or manage heat strain and heat-related illness. Specifically, the guide:  
4.1.1 Provides an objective framework for recognizing heat stress and heat strain, and  
4.1.2 Facilitates use of best practices to manage heat exposures to minimize heat strain and prevent heat-related illness.
SCOPE
1.1 This guide is intended to establish best practices for recognizing and managing occupational heat stress and heat strain in foundry environments.  
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1.2.1 Provide an objective framework for recognizing heat stress and heat strain, and  
1.2.2 Facilitate use of best practices to manage heat exposures to minimize heat strain and prevent heat-related illness.  
1.3 In this guide, procedures necessary to manage heat stress and heat strain in foundries are described.  
1.4 Key elements of this guide include definitions of heat stress and heat strain, plus techniques for recognizing, communicating, managing, and controlling heat stress and heat strain to prevent heat-related illnesses.  
1.5 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only.  
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ASTM D5224-12(2019)(Practice)
Standard Practice for Compression Molding Test Specimens of Thermosetting Molding Compounds

SIGNIFICANCE AND USE
5.1 The conditions at which compounds are molded are known to influence the properties of the specimens. The degree of cure, elimination of knit-lines between particles, density of the part, and degradation of the polymer are among those factors which will be affected by the molding conditions. Thus it is important to conform to a standard set of conditions in order to have a valid comparison of properties between different compounds and different batches of the same compound.  
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Note 1: This standard and ISO 295 address the same subject matter, but differ in technical content.  
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This practice covers the safety requirements for applying the design, construction, and operation of machinery and equipment used in metal casting operations. These operations include sand preparation, molding, and core making; melting and pouring; and cleaning and finishing. This practice does not apply to die casting operations. This aim of this specification is to minimize the possibility of injury to operating and maintenance personnel while working on, or in the vicinity of, the specified equipment.
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1.1 This practice covers the requirements of applying the design, construction, and operation of the machinery and equipment used in metal casting operations—sand preparation, molding and core making, melting and pouring, and cleaning and finishing. This practice does not apply to die casting operations.  
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1.3 Application:  
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ASTM D7765-18a(Practice)
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.
SCOPE
1.1 This practice covers methods to use foundry sand as embankment and structural fill.  
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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 primarily applies to green foundry sand and also generally to 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.  
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This specification covers hot- and cold-worked precipitation-hardenable nickel alloy rod, bar, forgings, and forging stock for high-temperature service. Chemical analysis shall be performed on the alloy and shall conform to the chemical composition requirement in carbon, manganese, silicon, phosphorus, sulfur, chromium, cobalt, molybdenum, columbium, tantalum, titanium, aluminum, zirconium, boron, iron, copper, and nickel. The material shall follow recommended annealing treatment, solution treatment, stabilizing treatment, and precipitation hardening treatment. Tension testing, hardness testing and stress-rupture testing shall be performed on the material and shall comply to the required tensile strength, yield strength, elongation, reduction in area, and Brinell hardness.
SCOPE
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4.1 This test method establishes a selected set of conditions of temperature, relative humidity and rate of evaporation of the environment to which a mortar specimen of stated composition shall be subjected for a specified period of time during which its change in length is determined and designated “drying shrinkage.”  
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SCOPE
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1.4 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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5.1 A standard procedure is necessary to establish property changes for spilled oils or petroleum products at different oil weathering stages.  
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5.3 This procedure should be performed at the stages of weathering corresponding to the spill conditions of interest.
SCOPE
1.1 This guide summarizes methods to fractionate oil by evaporative weathering and then measure the properties and behavior of the weathered oil. The results of this guide can provide oil behavior data for input into oil spill models and response method selection.  
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SCOPE
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1.7 This guide does not address getting regulatory approval.  
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1.10 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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