ASTM C1747/C1747M-13

Standard Test Method for Determining Potential Resistance to Degradation of Pervious Concrete by Impact and Abrasion (Withdrawn 2022)

SIGNIFICANCE AND USE
5.1 This test method provides a procedure for evaluating the potential resistance to degradation by impact and abrasion of pervious concrete mixtures. A common failure mode of pervious concrete pavements is raveling. This test allows the comparison of the relative potential resistance to raveling of pervious concrete mixtures of varying proportions and raw materials. In addition, in the field, raveling is caused by improper paste consistency, workability loss, inadequate compaction, and improper curing—this test method does not address any of these causes. There is no known correlation between this test method and the field performance of pervious concrete.  
5.1.1 This information may be used to compare proposed mixture proportions, yet to be placed, but is not intended to be used for mixture qualification or jobsite acceptance testing.  
5.1.2 This test method is applicable to pervious concrete mixtures containing coarse aggregate with a nominal maximum size of 25 mm [1 in.] or smaller.  
5.1.3 This test method is only applicable to cylindrical specimens cast as described herein. The precision and bias have not been evaluated for drilled cores.
SCOPE
1.1 This test method covers determining the potential resistance to degradation of pervious concrete by measuring the mass loss of specimens subjected to combined action of impact and abrasion in a rotating steel drum.  
1.2 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 The text of this test method references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of this test method.  
1.4 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged use.2)
WITHDRAWN RATIONALE
This test method covers determining the potential resistance to degradation of pervious concrete by measuring the mass loss of specimens subjected to combined action of impact and abrasion in a rotating steel drum.
Formerly under the jurisdiction of Committee C09 on Concrete and Concrete Aggregates, this test method was withdrawn in January 2022 in accordance with section 10.6.3 of the Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by the end of the eighth year since the last approval date.

General Information

• Status: Withdrawn
• Publication Date: 31-Oct-2013
• Withdrawal Date: 11-Jan-2022
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C09 - Concrete and Concrete Aggregates
• Drafting Committee: C09.49 - Pervious Concrete

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: C1747/C1747M − 13
Standard Test Method for
Determining Potential Resistance to Degradation of
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Pervious Concrete by Impact and Abrasion
This standard is issued under the fixed designation C1747/C1747M; 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* C136 Test Method for Sieve Analysis of Fine and Coarse
Aggregates
1.1 This test method covers determining the potential resis-
C172 Practice for Sampling Freshly Mixed Concrete
tance to degradation of pervious concrete by measuring the
C192/C192M Practice for Making and Curing Concrete Test
mass loss of specimens subjected to combined action of impact
Specimens in the Laboratory
and abrasion in a rotating steel drum.
C470/C470M Specification for Molds for Forming Concrete
1.2 Units—The values stated in either SI units or inch-
Test Cylinders Vertically
pound units are to be regarded separately as standard. The
C670 Practice for Preparing Precision and Bias Statements
values stated in each system may not be exact equivalents;
for Test Methods for Construction Materials
therefore,eachsystemshallbeusedindependentlyoftheother.
C1688/C1688M Test Method for Density and Void Content
Combining values from the two systems may result in noncon-
of Freshly Mixed Pervious Concrete
formance with the standard.
D6926 Practice for Preparation of Bituminous Specimens
1.3 The text of this test method references notes and Using Marshall Apparatus
E11 Specification for Woven Wire Test Sieve Cloth and Test
footnotes that provide explanatory information. These notes
and footnotes (excluding those in tables) shall not be consid- Sieves
ered as requirements of this test method.
3. Terminology
1.4 This standard does not purport to address all of the
3.1 Definitions:
safety concerns, if any, associated with its use. It is the
3.1.1 For definitions of terms used in this test method, refer
responsibility of the user of this standard to establish appro-
to Terminology C125.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.(Warning—Fresh
3.2 Definitions of Terms Specific to This Standard:
hydraulic cementitious mixtures are caustic and may cause
3.2.1 design density, n—the mass of a unit volume of
2
chemical burns to skin and tissue upon prolonged use. )
pervious concrete based on the theoretical mixture proportions
and void content and where the unit volume includes the
2. Referenced Documents
volume of the solids and the voids.
3
2.1 ASTM Standards:
3.2.2 raveling, n—the wearing away of a pavement surface
C125 Terminology Relating to Concrete and Concrete Ag-
due to dislodgement of aggregate particles.
gregates
4. Summary of Test Method
C131 Test Method for Resistance to Degradation of Small-
Size CoarseAggregate byAbrasion and Impact in the Los
4.1 This test method consists of casting cylindrical speci-
Angeles Machine
mens of pervious concrete at the design density, then subject-
ing the cured specimens to a combination of actions including
impact, abrasion or attrition, and grinding in a rotating steel
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This test method is under the jurisdiction of ASTM Committee C09 on
drum. The potential resistance to degradation by impact and
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.49 on Pervious Concrete. abrasion is expressed as the percentage mass loss after 500
Current edition approved Nov. 1, 2013. Published February 2012. Originally
revolutions of the steel drum. Higher potential resistance to
approved in 2011. Last previous edition approved in 2011 as C1747/C1747M–11.
degradation by impact and abrasion is associated with lower
DOI: 10.1520/C1747_C1747M-13.
2 mass loss.
See Section on Safety Precautions, Manual ofAggregate and Concrete Testing,
Annual Book of ASTM Standards, Vol. 04.02.
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 5. Significance and Use
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
5.1 This test method provides a procedure for evaluating the
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. potential resistance to degradation by impact and abrasion of
*A Summary of Changes section appears at the end of this standard
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C1747/C1747M − 13
pervious concrete mixtures. A common failure mode of pervi- 7.2.1 Start molding the specimens within 5 min after ob-
ous concrete pavements i
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