ASTM D6092-14
(Practice)Standard Practice for Specifying Standard Sizes of Stone for Erosion Control
Standard Practice for Specifying Standard Sizes of Stone for Erosion Control
SIGNIFICANCE AND USE
5.1 The standard size designations listed in this practice are provided so that the design team, consumer, and the producer have a common reference in sizing stone materials used in erosion control. The design team should assign a materials survey, and rock quality testing series to determine which quarry sources may have suitable in-place rock and perform suitable blasting and processing procedures to produce the required gradations. The design team must recognize the fact that not all sources are capable of or willing to produce the required gradations. Only those sources listed by the design team should be considered for construction of the project.
5.2 The standard size designations provided in this guide are suitable for protective surfacing and structures designed for erosion control. These sizes are for typical structures such as jetties, revetments, groin baffles, bulkheads, lining for drainage/irrigation ditches and for intake or outlet facilities, bridges and stream channel banks, gabions, and slope protection for earth embankment and rock-fill dams.
5.3 The design selection of stone sizes, durability, placement, filter/bedding materials, or geotextiles, steepness of slopes for placement, and layer thickness are beyond the scope of this guide.
SCOPE
1.1 This practice covers size designations and maximum ranges in mass or gradation for standard sizes for riprap, spalls, or bedding, or both, used for slope protection of dam embankments, streambank erosion control, bridge piers and abutments. Sizes used for outer harbor structures such as breakwalls, revetments, confined diked disposal structures (heretofore described as armor stone, cover stone, or dimension stone) for which stone sizes range between 5 and 25 tons, or that require cut dimensions for layed-up structures are beyond the scope of this practice.
1.2 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 and are not considered standard.
1.3 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.
1.4 This practice 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 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.
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Designation: D6092 − 14
Standard Practice for
1
Specifying Standard Sizes of Stone for Erosion Control
This standard is issued under the fixed designation D6092; 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
1.1 This practice covers size designations and maximum 2.1 ASTM Standards:
ranges in mass or gradation for standard sizes for riprap, spalls, D653 Terminology Relating to Soil, Rock, and Contained
or bedding, or both, used for slope protection of dam Fluids
embankments, streambank erosion control, bridge piers and D4992 Practice for Evaluation of Rock to be Used for
abutments. Sizes used for outer harbor structures such as Erosion Control
breakwalls, revetments, confined diked disposal structures D5519 Test Methods for Particle Size Analysis of Natural
(heretoforedescribedasarmorstone,coverstone,ordimension and Man-Made Riprap Materials
stone) for which stone sizes range between 5 and 25 tons, or E11 Specification for Woven Wire Test Sieve Cloth and Test
that require cut dimensions for layed-up structures are beyond Sieves
the scope of this practice.
3. Terminology
1.2 The values stated in inch-pound units are to be regarded
3.1 Definitions—For definitions of common technical terms
as standard. The values given in parentheses are mathematical
in this practice, refer to Terminology D653.
conversions to SI units that are provided for information only
3.2 Definitions of Terms Specific to This Standard:
and are not considered standard.
3.2.1 filter/bedding stone/spalls—stone, filter stone consist-
1.3 This standard does not purport to address all of the
ing of crushed stone ranging in size from minus 2.0 in. (50
safety concerns, if any, associated with its use. It is the
mm) to No. 100 (150 µm) and bedding stone, often referred to
responsibility of the user of this standard to establish appro-
as “spalls,” consisting of crushed stone ranging in size from
priate safety and health practices and determine the applica-
1
minus 6 ⁄2 in. (163 mm) to No. 16 (1.18 mm). Filter and
bility of regulatory limitations prior to use.
bedding may be placed in two layers prior to the riprap
1.4 This practice offers an organized collection of informa-
placement, that is, a filter layer 8 to 10 in. (200 to 250 mm)
tion or a series of options and does not recommend a specific
thick and a bedding layer of 6 to 8 in. (150 to 200 mm) thick.
course of action. This document cannot replace education or
3.2.2 geotextiles—suitable geotextile fabrics that meet the
experience and should be used in conjunction with professional
design requirements may be used instead of, or in conjunction
judgment. Not all aspects of this practice may be applicable in
with, the above filter/bedding stone. Suitable cover thickness
all circumstances. This ASTM standard is not intended to
may be required.
represent or replace the standard of care by which the
adequacy of a given professional service must be judged, nor
3.2.3 gradation—the proportions by mass of stones distrib-
should this document be applied without consideration of a
uted within specified ranges between maximum and minimum
project’s many unique aspects. The word “Standard” in the limits.
title of this document means only that the document has been
3.2.4 prolate sphere—a spheroid in which the polar axis is
approved through the ASTM consensus process.
greater than the equatorial diameter.
3.2.5 riprap—stone materials generally less than 3000 lb in
mass (1400 kg), specially selected and graded, and when
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and
Rock and is the direct responsibility of Subcommittee D18.17 on Rock for Erosion
2
Control. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Feb. 1, 2014. Published March 2014. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1997. Last previous edition approved in 2008 as D6092 – 97 (2008). Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/D6092-14. 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, West Conshohocken, PA 19428-2959. United States
1
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D6092 − 14
TABLE 2 Standard Sizes for Spalls and Filter/Bedding Stone
properly placed prevents erosion through minor wave action,
or strong currents and thereby preserves the shape of a surface, FS-3 FS-2 FS-1
Size Designation
Spalls Bedding Beddin
...
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: D6092 − 97 (Reapproved 2008) D6092 − 14
Standard Practice for
1
Specifying Standard Sizes of Stone for Erosion Control
This standard is issued under the fixed designation D6092; 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 Scope*
1.1 This practice covers size designations and maximum ranges in mass or gradation for standard sizes for riprap, spalls, or
bedding, or both, used for slope protection of dam embankments, streambank erosion control, bridge piers and abutments. Sizes
used for outer harbor structures such as breakwalls, revetments, confined diked disposal structures (heretofore described as armor
stone, cover stone, or dimension stone) for which stone sizes range between 5 and 25 tons, or that require cut dimensions for
layed-up structures are beyond the scope of this practice.
1.2 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 and are not considered standard.
1.3 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.
1.4 This practice 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 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.
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
D5519 Test Methods for Particle Size Analysis of Natural and Man-Made Riprap Materials
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
3. Terminology
3.1 Definitions—Definitions of other For definitions of common technical terms in this guide are listed in practice, refer to
Terminology D653.
3.2 Definitions of Terms Specific to This Standard:
3
3.2.1 filter/bedding stone—stone/spalls—stone, filter stone consisting of crushed stone ranging in size from ⁄4minus 2.0 in.
(19(50 mm) to number 40 sieve size,No. 100 (150 μm) and bedding stone (oftenstone, often referred to as “spalls”)“spalls,”
1
consisting of crushed stone ranging in size from 6 in. (152 mm) (maximum) to minus 6 ⁄2 in. (12.7 mm) minimum. (163 mm) to
No. 16 (1.18 mm). Filter and bedding may be placed in two layers beneath the riprap, prior to the riprap placement, that is, a filter
layer 8 to 10 in. (203(200 to 254250 mm) thick and a bedding thicknesslayer of 6 to 8 in. (152 to 203 mm).(150 to 200 mm) thick.
3.2.2 geotextiles—suitable geotextile fabrics that meet the design requirements may be used instead of the above bedding and
spalls. of, or in conjunction with, the above filter/bedding stone. Suitable cover thickness maybe may be required.
3.2.3 gradation—the proportions by mass of stones distributed within specified ranges between maximum and minimum limits.
1
This practice is under the jurisdiction of ASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.17 on Rock for Erosion Control.
Current edition approved June 1, 2008Feb. 1, 2014. Published July 2008March 2014. Originally approved in 1997. Last previous edition approved in 20032008 as
D6092 – 97 (2003).(2008). DOI: 10.1520/D6092-97R08.10.1520/D6092-14.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr
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