Standard Practice for Preparation of Rock Slabs for Durability Testing

SIGNIFICANCE AND USE
This practice is used to prepare rock specimens for durability testing and to evaluate any internal defects, such as cracks, that may not be apparent on the surfaces of broken blocks of rock. Such evaluation can also aid in the selection and location of slabs for testing as outlined in Practice D4992. In some cases, the need for further testing or evaluation may be eliminated.
The sawing of rock samples will reduce them to a suitable specimen size and quantity for testing and, in many cases, preserve the natural structure of the internal defects so the samples can be evaluated by the various durability tests.
Durability tests specimens should be 64 ± 6 mm (2.5 ± 0.25 in) thick normal to bedding or any potential planes of weakness which may be observed in the samples. In no case will the size of the slab be less than 125 mm (5 in.) on a side, excluding the thickness Ideally, a test specimen size equal to the proposed design size would provide the ultimate in correlation between laboratory tests and actual field performance. However, in most cases, this is neither practical nor economically feasible.
SCOPE
1.1 This practice covers the preparation of rock slabs for various tests and any visual inspections used to evaluate the durability of rock for erosion control. These tests include, but are not limited to, Test Methods D5240, D5312, and D5313.
1.2 Units—The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units that are provided for information only and are not considered standard.
1.3 All observed and measured values shall conform to the guidelines for significant digits and rounding established in Practice D6026.
1.4 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 practice 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.  
1.5 This standard does not purport to address all of the safety concerns 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. For a specific hazards statement, see Section 7.

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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: D5121 − 10
StandardPractice for
1
Preparation of Rock Slabs for Durability Testing
This standard is issued under the fixed designation D5121; 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* D653 Terminology Relating to Soil, Rock, and Contained
Fluids
1.1 This practice covers the preparation of rock slabs for
D4992 Practice for Evaluation of Rock to be Used for
various tests and any visual inspections used to evaluate the
Erosion Control
durability of rock for erosion control. These tests include, but
D5240 Test Method for Testing Rock Slabs to Evaluate
are not limited to, Test Methods D5240, D5312, and D5313.
Soundness of Riprap by Use of Sodium Sulfate or
1.2 Units—The values stated in SI units are to be regarded
Magnesium Sulfate
as standard. The values given in parentheses are mathematical
D5312 Test Method for Evaluation of Durability of Rock for
conversions to inch-pound units that are provided for informa-
Erosion Control Under Freezing and Thawing Conditions
tion only and are not considered standard.
D5313 Test Method for Evaluation of Durability of Rock for
1.3 All observed and measured values shall conform to the Erosion Control Under Wetting and Drying Conditions
D6026 Practice for Using Significant Digits in Geotechnical
guidelines for significant digits and rounding established in
Practice D6026. Data
1.4 This practice offers a set of instructions for performing
3. Terminology
one or more specific operations. This document cannot replace
3.1 Definitions—The definitions of terms used in this prac-
education or experience and should be used in conjunction
tice shall be in accordance with Terminology D653.
with professional judgment. Not all aspects of this practice may
be applicable in all circumstances. This ASTM standard is not 3.2 Definitions of Terms Specific to This Standard:
intended to represent or replace the standard of care by which 3.2.1 rock saw, n—a saw capable of cutting rock. The term
the adequacy of a given professional service must be judged, “rock saw” shall include the blade which saws the rock, any
nor should this document be applied without consideration of components that control or power the sawing process or both,
a project’s many unique aspects. The word “Standard” in the and framework on which the blade and any other associated
title of this document means only that the document has been components are mounted.
approved through the ASTM consensus process.
3.2.2 slab, n—a section of rock having two smooth, ap-
1.5 This standard does not purport to address all of the proximately parallel faces, produced by two saw cuts. The
safety concerns associated with its use. It is the responsibility thickness of the slab is generally less than the other dimensions
of the user of this standard to establish appropriate safety and of the rock. The slab will be the specimen of a rock which will
health practices and determine the applicability of regulatory subsequently undergo durability tests.
limitations prior to use. For a specific hazards statement, see
3.2.3 slice, n—in rock testing, the smooth surface of rock
Section 7.
piece produced by the cutting of the rock by a rock saw.
2. Referenced Documents 4. Significance and Use
2
4.1 This practice is used to prepare rock specimens for
2.1 ASTM Standards:
durability testing and to evaluate any internal defects, such as
cracks, that may not be apparent on the surfaces of broken
blocks of rock. Such evaluation can also aid in the selection
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and
and location of slabs for testing as outlined in Practice D4992.
Rock and is the direct responsibility of Subcommittee D18.17 on Rock for Erosion
Control.
Insomecases,theneedforfurthertestingorevaluationmaybe
Current edition approved July 1, 2010. Published August 2010. Originally
eliminated.
approved in 1990. Last previous edition approved in 2006 as D5121–06. DOI:
10.1520/D5121-10.
4.2 The sawing of rock samples will reduce them to a
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
suitable specimen size and quantity for testing and, in many
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
cases, preserve the natural structure of the internal defects so
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. the samples can be evaluated by the various durability tests.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohoc
...

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:D5121–06 Designation:D5121–10
Standard Practice for
1
Preparation of Rock Slabs for Durability Testing
This standard is issued under the fixed designation D5121; 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 the preparation of rock slabs for various tests used to evaluate and any visual internal defects, or
inspections used to evaluate the durability of rock by means of laboratory tests. for erosion control. These tests include, but are
not limited to, Test Methods D5240, D5312, and D5313.
1.2 Units—The values stated in inch-poundSI units are to be regarded as the standard. The SI units values given in parentheses
are mathematical conversions to inch-pound units that are provided for information only and are not considered standard.
1.3 All observed and measured values shall conform to the guidelines for significant digits and rounding established in Practice
D6026.
1.4 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 practice 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.
1.5 This standard does not purport to address all of the safety concerns 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. For a specific hazards statement, see Section 7.
2. Referenced Documents
2
2.1 ASTM Standards:
D653 Terminology Relating to Soil, Rock, and Contained Fluids
D4992 Practice for Evaluation of Rock to be Used for Erosion Control
D5240 Test Method for Testing Rock Slabs to Evaluate Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate
D5312 Test Method for Evaluation of Durability of Rock for Erosion Control Under Freezing and Thawing Conditions
D5313 Test Method for Evaluation of Durability of Rock for Erosion Control Under Wetting and Drying Conditions
D6026 Practice for Using Significant Digits in Geotechnical Data
3. Terminology
3.1 Definitions—The definitions of terms used in this practice shall be in accordance with Terminology D653.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 rock saw, n—a saw capable of cutting rock. The term “rock saw” shall include the blade which saws the rock, any
components that control or power the sawing process or both, and framework on which the blade and any other associated
components are mounted.
3.2.2 slab, n—a section of rock having two smooth, approximately parallel faces, produced by two saw cuts. The thickness of
the slab is generally less than the other dimensions of the rock. The slab will be the specimen of a rock which will subsequently
undergo durability tests.
3.2.2
3.2.3 slice, n—in rock testing, the smooth surface of rock piece produced by the cutting of the rock by a saw.
3.2.3rocksaw, n—a saw capable of cutting rock. The term “saw” shall include the blade, framework on which the blade is
mounted, and the motor. , the smooth surface of rock piece produced by the cutting of the rock by a rock saw.
1
This practice is under the jurisdiction ofASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.17 on Rock for Erosion Control.
Current edition approved Dec.July 1, 2006.2010. Published January 2007.August 2010. Originally approved in 1990. Last previous edition approved in 20012006 as
D5121–90(2001).D5121–06. DOI: 10.1520/D5121-106.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700,
...

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