ASTM C535-09
(Test Method)Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
SIGNIFICANCE AND USE
The test has been widely used as an indicator of the relative quality or competence of various sources of aggregate having similar mineral compositions. The results do not automatically permit valid comparisons to be made between sources distinctly different in origin, composition, or structure. Assign specification limits with extreme care in consideration of available aggregate types and their performance history in specific end uses.
SCOPE
1.1 This test method covers testing sizes of coarse aggregate larger than 19 mm (¾ in.) for resistance to degradation using the Los Angeles testing machine (Note 1).
Note 1—A procedure for testing coarse aggregate smaller than 37.5 mm (1½ in.) is covered in Test Method C 131.
1.2 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.
1.3 The values stated in SI units are to be regarded as the standard. The inch-pound values given in parentheses are for information only.
General Information
Relations
Buy Standard
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C535 − 09
StandardTest Method for
Resistance to Degradation of Large-Size Coarse Aggregate
1
by Abrasion and Impact in the Los Angeles Machine
This standard is issued under the fixed designation C535; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* 3. Terminology
3.1 For definitions of terms used in this test method, refer to
1.1 Thistestmethodcoverstestingsizesofcoarseaggregate
3
Terminology C125.
larger than 19 mm ( ⁄4 in.) for resistance to degradation using
the Los Angeles testing machine (Note 1).
4. Summary of Test Method
NOTE 1—A procedure for testing coarse aggregate smaller than 37.5
4.1 This test is a measure of degradation of mineral aggre-
1
mm (1 ⁄2 in.) is covered in Test Method C131.
gates of standard gradings resulting from a combination of
1.2 This standard does not purport to address all of the
actions including abrasion or attrition, impact, and grinding in
safety concerns, if any, associated with its use. It is the
a rotating steel drum containing 12 steel spheres. As the drum
responsibility of the user of this standard to establish appro-
rotates, a shelf plate picks up the sample and the steel spheres,
priate safety and health practices and determine the applica-
carrying them around until they are dropped to the opposite
bility of regulatory limitations prior to use.
side of the drum, creating an impact-crushing effect. The
1.3 The values stated in SI units are to be regarded as the
contents then roll within the drum with an abrading and
standard. The inch-pound values given in parentheses are for
grinding action until the shelf plate picks up the sample and the
information only.
steel spheres, and the cycle is repeated. After the prescribed
numberofrevolutions,thecontentsareremovedfromthedrum
2. Referenced Documents
and the aggregate portion is sieved to measure the degradation
2 as percent loss.
2.1 ASTM Standards:
C125 Terminology Relating to Concrete and Concrete Ag-
5. Significance and Use
gregates
C131 Test Method for Resistance to Degradation of Small- 5.1 The test has been widely used as an indicator of the
relative quality or competence of various sources of aggregate
Size CoarseAggregate byAbrasion and Impact in the Los
Angeles Machine having similar mineral compositions. The results do not
automatically permit valid comparisons to be made between
C136 Test Method for Sieve Analysis of Fine and Coarse
Aggregates sources distinctly different in origin, composition, or structure.
Assign specification limits with extreme care in consideration
C702 PracticeforReducingSamplesofAggregatetoTesting
Size of available aggregate types and their performance history in
specific end uses.
D75 Practice for Sampling Aggregates
E11 Specification for Woven Wire Test Sieve Cloth and Test
6. Apparatus
Sieves
6.1 The Los Angeles Machine shall conform to the require-
ments of Test Method C131.
1
This test method is under the jurisdiction of ASTM Committee C09 on 6.1.1 The operation and maintenance of the machine shall
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
be as prescribed in Test Method C131.
C09.20 on Normal Weight Aggregates.
Current edition approved July 1, 2009. Published August 2009. Originally 6.2 Sieves, conforming to Specification E11.
ϵ1
approved in 1964. Last previous edition approved in 2003 as C535 – 03 . DOI:
6.3 Balance—A balance or scale accurate within 0.1 % of
10.1520/C0535-09.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or test load over the range required for this test
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
6.4 Charge—The charge (Note 2) shall consist of 12 steel
Standards volume information, refer to the standard’s Document Summary page on
27
the ASTM website. spheres averaging approximately 47 mm (1 ⁄32 in.) in
*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
---------------------- Page: 1 ----------------------
C535 − 09
NOTE 3—Valuable information concerning the uniformity of the sample
diameter, each having a mass between 390 and 445 g, and
under test may be obtained by determining the loss after 200 revolutions.
having a total mass of 5000 6 25 g.
This loss should be determined by dry sieving the material on the
13 7
NOTE2—Steelballbearings46.0mm(1 ⁄16 in.)and47.6mm(1 ⁄8 in.) 1.70-mm (No. 12) sieve without washing. The ratio
...
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.
´1
Designation:C535–03 Designation:C535–09
Standard Test Method for
Resistance to Degradation of Large-Size Coarse Aggregate
1
by Abrasion and Impact in the Los Angeles Machine
This standard is issued under the fixed designation C 535; 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.
This standard has been approved for use by agencies of the Department of Defense.
1
´ NOTE—Section 8.1 was corrected editorially July 2003.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
3
1.1 This test method covers testing sizes of coarse aggregate larger than 19 mm ( ⁄4 in.) for resistance to degradation using the
Los Angeles testing machine (Note 1).
1
NOTE 1—A procedure for testing coarse aggregate smaller than 37.5 mm (1 ⁄2 in.) is covered in Test Method C 131.
1.2 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.
1.3The1.3 The values stated in SI units are to be regarded as the standard. The inch-pound values given in parentheses are for
information only.
2. Referenced Documents
2
2.1 ASTM Standards:
C 125 Terminology Relating to Concrete and Concrete Aggregates
C 131 Test Method for Resistance to Degradation of Small-Size CoarseAggregate byAbrasion and Impact in the LosAngeles
Machine
2
C 136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
2
C670Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials Test Method for Sieve
Analysis of Fine and Coarse Aggregates
C 702 Practice for Reducing Samples of Aggregate to Testing Size
D75 Practice for Sampling Aggregates
E11 Specification for Wire Cloth and Sieves for Testing Purposes Specification for Woven Wire Test Sieve Cloth and Test
Sieves
3. Terminology
3.1 For definitions of terms used in this test method, refer to Terminology C 125.
4. Summary of Test Method
4.1 This test is a measure of degradation of mineral aggregates of standard gradings resulting from a combination of actions
including abrasion or attrition, impact, and grinding in a rotating steel drum containing 12 steel spheres. As the drum rotates, a
shelf plate picks up the sample and the steel spheres, carrying them around until they are dropped to the opposite side of the drum,
creating an impact-crushing effect.The contents then roll within the drum with an abrading and grinding action until the shelf plate
picks up the sample and the steel spheres, and the cycle is repeated. After the prescribed number of revolutions, the contents are
removed from the drum and the aggregate portion is sieved to measure the degradation as percent loss.
1
This test method is under the jurisdiction ofASTM Committee C09 on Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee C09.20 on
Normal Weight Aggregates.
Current edition approved March 10, 2003. Published April 2003. Originally approved in 1964. Last previous edition approved in 2001 as C535-01.
´1
Current edition approved July 1, 2009. Published August 2009. Originally approved in 1964. Last previous edition approved in 2003 as C 535 – 03 .
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book ofASTM Standards
, Vol 04.02.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, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
C535–09
5. Significance and Use
5.1 The test has been widely used as an indicator of the relative quality or competence of various sources of aggregate having
similar mineral compositions. The results do not automatically permit valid comparisons to be made between sources distinctly
different in origin, composition, or structure.Assign specification limits with extreme care in consideration of available aggregate
types and their performance history in specific end uses.
6. Apparatus
6.1 The Los Angeles Machine shall con
...
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:C 535–01 Designation:C535–09
Standard Test Method for
Resistance to Degradation of Large-Size Coarse Aggregate
1
by Abrasion and Impact in the Los Angeles Machine
This standard is issued under the fixed designation C535; 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 (ϵ) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
3
1.1 This test method covers testing sizes of coarse aggregate larger than 19 mm ( ⁄4 in.) for resistance to degradation using the
Los Angeles testing machine (Note 1).
1
NOTE 1—A procedure for testing coarse aggregate smaller than 37.5 mm (1 ⁄2 in.) is covered in Test Method C 131C131.
1.2 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.
1.3 The values stated in SI units are to be regarded as the standard. The inch-pound values given in parentheses are for
information only.
2. Referenced Documents
2
2.1 ASTM Standards:
C125 Terminology Relating to Concrete and Concrete Aggregates
C131 Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles
Machine
2
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
2
C670Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials Test Method for Sieve
Analysis of Fine and Coarse Aggregates
C702 Practice for Reducing Samples of Aggregate to Testing Size
D75 Practice for Sampling Aggregates
E11 Specification for Wire Cloth and Sieves for Testing Purposes Specification for Woven Wire Test Sieve Cloth and Test
Sieves
3. Terminology
3.1 For definitions of terms used in this test method, refer to Terminology C 125C125.
4. Summary of Test Method
4.1 This test is a measure of degradation of mineral aggregates of standard gradings resulting from a combination of actions
including abrasion or attrition, impact, and grinding in a rotating steel drum containing 12 steel spheres. As the drum rotates, a
shelf plate picks up the sample and the steel spheres, carrying them around until they are dropped to the opposite side of the drum,
creating an impact-crushing effect.The contents then roll within the drum with an abrading and grinding action until the shelf plate
picks up the sample and the steel spheres, and the cycle is repeated. After the prescribed number of revolutions, the contents are
removed from the drum and the aggregate portion is sieved to measure the degradation as percent loss.
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.20 on
Normal Weight Aggregates.
on Normal Weight Aggregates.
Current edition approved June 10, 2001. Published August 2001. Originally published as C 535–64T. Last previous edition C 535–96
ϵ1
Current edition approved July 1, 2009. Published August 2009. Originally approved in 1964. Last previous edition approved in 2003 as C535 – 03 . DOI:
10.1520/C0535-09.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book ofASTM Standards
, Vol 04.02.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, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
C535–09
5. Significance and Use
5.1 The test has been widely used as an indicator of the relative quality or competence of various sources of aggregate having
similar mineral compositions. The results do not automatically permit valid comparisons to be made between sources distinctly
different in origin, composition, or structure.Assign specification limits with extreme care in consideration of available aggregate
types and their performance history in specific end uses.
6. Apparatus
6.1 The Los Angeles Machine shall conform to the requirements of Test Method C 131C131.
6.1.1 The operation and maintenance of the machine
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.