ASTM C1701/C1701M-17a
(Test Method)Standard Test Method for Infiltration Rate of In Place Pervious Concrete
Standard Test Method for Infiltration Rate of In Place Pervious Concrete
SIGNIFICANCE AND USE
5.1 Tests performed at the same location across a span of years may be used to detect a reduction of infiltration rate of the pervious concrete, thereby identifying the need for remediation.
5.2 The infiltration rate obtained by this method is valid only for the localized area of the pavement where the test is conducted. To determine the infiltration rate of the entire pervious pavement multiple locations must be tested and the results averaged.
5.3 The field infiltration rate is typically established by the design engineer of record and is a function of the design precipitation event.
5.4 This test method does not measure the influence on in-place infiltration rate due to sealing of voids near the bottom of the pervious concrete slab. Visual inspection of concrete cores is the best approach for determining sealing of voids near the bottom of the pervious concrete slab.
SCOPE
1.1 This test method covers the determination of the field water infiltration rate of in place pervious concrete.
Note 1: For permeable unit pavement systems, Test Method C1781/C1781M should be used. Test Method C1781/C1781M is functionally identical to this test method but includes added provisions for positioning and securing the test ring to a discontinuous surface. Both tests methods give comparable results
1.2 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 non-conformance with the 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 The text of this standard references notes that provide explanatory material. These notes shall not be considered as requirements of the standard.
1.5 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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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.
Designation: C1701/C1701M − 17a
Standard Test Method for
1
Infiltration Rate of In Place Pervious Concrete
This standard is issued under the fixed designation C1701/C1701M; 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* C1781/C1781M Test Method for Surface Infiltration Rate of
Permeable Unit Pavement Systems
1.1 This test method covers the determination of the field
2.2 Other Standards
water infiltration rate of in place pervious concrete.
Federal Specification A-A-3110 (TT-P-1536A) Plumbing
NOTE 1—For permeable unit pavement systems, Test Method C1781/
3
C1781M should be used. Test Method C1781/C1781M is functionally Fixture Setting Compound
identical to this test method but includes added provisions for positioning
and securing the test ring to a discontinuous surface. Both tests methods
3. Terminology
give comparable results
3.1 Definitions:
1.2 The values stated in either SI units or inch-pound units
3.1.1 The terms used in this test method are defined in
are to be regarded separately as standard. The values stated in
Terminology C125.
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
4. Summary of Test Method
values from the two systems may result in non-conformance
4.1 An infiltration ring is temporarily sealed to the surface
with the standard.
of a pervious pavement. After prewetting the test location, a
1.3 This standard does not purport to address all of the
given mass of water is introduced into the ring and the time for
safety concerns, if any, associated with its use. It is the
the water to infiltrate the pavement is recorded. The infiltration
responsibility of the user of this standard to establish appro-
rate is calculated in accordance with 9.1.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use. 5. Significance and Use
1.4 The text of this standard references notes that provide
5.1 Tests performed at the same location across a span of
explanatory material. These notes shall not be considered as
years may be used to detect a reduction of infiltration rate of
requirements of the standard.
the pervious concrete, thereby identifying the need for reme-
1.5 This international standard was developed in accor-
diation.
dance with internationally recognized principles on standard-
5.2 The infiltration rate obtained by this method is valid
ization established in the Decision on Principles for the
only for the localized area of the pavement where the test is
Development of International Standards, Guides and Recom-
conducted. To determine the infiltration rate of the entire
mendations issued by the World Trade Organization Technical
pervious pavement multiple locations must be tested and the
Barriers to Trade (TBT) Committee.
results averaged.
2. Referenced Documents 5.3 The field infiltration rate is typically established by the
2
design engineer of record and is a function of the design
2.1 ASTM Standards:
precipitation event.
C125 Terminology Relating to Concrete and Concrete Ag-
gregates
5.4 This test method does not measure the influence on
C920 Specification for Elastomeric Joint Sealants in-place infiltration rate due to sealing of voids near the bottom
of the pervious concrete slab. Visual inspection of concrete
cores is the best approach for determining sealing of voids near
1
This test method is under the jurisdiction of ASTM Committee C09 on
the bottom of the pervious concrete slab.
Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee
C09.49 on Pervious Concrete.
6. Apparatus
Current edition approved March 15, 2017. Published May 2017. Originally
approved in 2009. Last previous edition approved in 2017 as C1701/C1701M– 17
6.1 Infiltration Ring—A cylindrical ring, open at both ends
.DOI: 10.1520/C1701_C1701M-17A.
(See Fig. 1). The ring shall be watertight, sufficiently rigid to
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
3
the ASTM website. http://www.everyspec.com
*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 ----------------------
C1701
...
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: C1701/C1701M − 17 C1701/C1701M − 17a
Standard Test Method for
1
Infiltration Rate of In Place Pervious Concrete
This standard is issued under the fixed designation C1701/C1701M; 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 test method covers the determination of the field water infiltration rate of in place pervious concrete.
NOTE 1—For permeable unit pavement systems, Test Method C1781/C1781M should be used. Test Method C1781/C1781M is functionally identical
to this test method but includes added provisions for positioning and securing the test ring to a discontinuous surface. Both tests methods give comparable
results
1.2 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 non-conformance with the 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 The text of this standard references notes that provide explanatory material. These notes shall not be considered as
requirements of the standard.
1.5 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C125 Terminology Relating to Concrete and Concrete Aggregates
C920 Specification for Elastomeric Joint Sealants
C1781/C1781M Test Method for Surface Infiltration Rate of Permeable Unit Pavement Systems
2.2 Other Standards
3
Federal Specification A-A-3110 (TT-P-1536A) Plumbing Fixture Setting Compound
3. Terminology
3.1 Definitions:
3.1.1 The terms used in this test method are defined in Terminology C125.
4. Summary of Test Method
4.1 An infiltration ring is temporarily sealed to the surface of a pervious pavement. After prewetting the test location, a given
mass of water is introduced into the ring and the time for the water to infiltrate the pavement is recorded. The infiltration rate is
calculated in accordance with 9.1.
5. Significance and Use
5.1 Tests performed at the same location across a span of years may be used to detect a reduction of infiltration rate of the
pervious concrete, thereby identifying the need for remediation.
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.49 on
Pervious Concrete.
Current edition approved March 1, 2017March 15, 2017. Published April 2017May 2017. Originally approved in 2009. Last previous edition approved in 20092017 as
C1701/C1701M– 0917 .DOI: 10.1520/C1701_C1701M-17.10.1520/C1701_C1701M-17A.
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.
3
http://www.everyspec.com
*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 ----------------------
C1701/C1701M − 17a
5.2 The infiltration rate obtained by this method is valid only for the localized area of the pavement where the test is conducted.
To determine the infiltration rate of the entire pervious pavement multiple locations must be tested and the results averaged.
5.3 The field infiltration rate is typically established by the design engineer of record and is a function of the design precipitation
event.
5.4 This test method does not measure the influence on in-place infiltration rate due to sealing of voids near the bottom of the
pervious concrete slab. Visual inspection of concrete cores is the best approach for determining sealing of
...
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: C1701/C1701M − 17a
Standard Test Method for
1
Infiltration Rate of In Place Pervious Concrete
This standard is issued under the fixed designation C1701/C1701M; 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* C1781/C1781M Test Method for Surface Infiltration Rate of
Permeable Unit Pavement Systems
1.1 This test method covers the determination of the field
2.2 Other Standards
water infiltration rate of in place pervious concrete.
Federal Specification A-A-3110 (TT-P-1536A) Plumbing
NOTE 1—For permeable unit pavement systems, Test Method C1781/
3
C1781M should be used. Test Method C1781/C1781M is functionally
Fixture Setting Compound
identical to this test method but includes added provisions for positioning
and securing the test ring to a discontinuous surface. Both tests methods
3. Terminology
give comparable results
3.1 Definitions:
1.2 The values stated in either SI units or inch-pound units
3.1.1 The terms used in this test method are defined in
are to be regarded separately as standard. The values stated in
Terminology C125.
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
4. Summary of Test Method
values from the two systems may result in non-conformance
4.1 An infiltration ring is temporarily sealed to the surface
with the standard.
of a pervious pavement. After prewetting the test location, a
1.3 This standard does not purport to address all of the
given mass of water is introduced into the ring and the time for
safety concerns, if any, associated with its use. It is the
the water to infiltrate the pavement is recorded. The infiltration
responsibility of the user of this standard to establish appro-
rate is calculated in accordance with 9.1.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
5. Significance and Use
1.4 The text of this standard references notes that provide
5.1 Tests performed at the same location across a span of
explanatory material. These notes shall not be considered as
years may be used to detect a reduction of infiltration rate of
requirements of the standard.
the pervious concrete, thereby identifying the need for reme-
1.5 This international standard was developed in accor-
diation.
dance with internationally recognized principles on standard-
5.2 The infiltration rate obtained by this method is valid
ization established in the Decision on Principles for the
only for the localized area of the pavement where the test is
Development of International Standards, Guides and Recom-
conducted. To determine the infiltration rate of the entire
mendations issued by the World Trade Organization Technical
pervious pavement multiple locations must be tested and the
Barriers to Trade (TBT) Committee.
results averaged.
2. Referenced Documents
5.3 The field infiltration rate is typically established by the
2 design engineer of record and is a function of the design
2.1 ASTM Standards:
precipitation event.
C125 Terminology Relating to Concrete and Concrete Ag-
gregates 5.4 This test method does not measure the influence on
C920 Specification for Elastomeric Joint Sealants
in-place infiltration rate due to sealing of voids near the bottom
of the pervious concrete slab. Visual inspection of concrete
cores is the best approach for determining sealing of voids near
1
This test method is under the jurisdiction of ASTM Committee C09 on
the bottom of the pervious concrete slab.
Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee
C09.49 on Pervious Concrete.
6. Apparatus
Current edition approved March 15, 2017. Published May 2017. Originally
approved in 2009. Last previous edition approved in 2017 as C1701/C1701M– 17
6.1 Infiltration Ring—A cylindrical ring, open at both ends
.DOI: 10.1520/C1701_C1701M-17A.
(See Fig. 1). The ring shall be watertight, sufficiently rigid to
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
3
the ASTM website. http://www.everyspec.com
*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 ----------------------
C1701/C1701M − 17a
FIG. 1 Dimensions of Infiltration Ring
retain its form when filled with water, and shall have a diameter 8.2 Prewetting—Po
...
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