ASTM C654M-19
(Specification)Standard Specification for Porous Concrete Pipe (Metric)
Standard Specification for Porous Concrete Pipe (Metric)
ABSTRACT
This specification covers porous nonreinforced concrete pipe for use in underdrains. Pipe manufactured according to this specification shall be of two classes identified as “standard porous nonreinforced concrete pipe”, and “extra-strength porous nonreinforced concrete pipe. ” The concrete shall consist of cementitious materials, mineral, aggregates, and water. The joints shall be of such design and the ends of the concrete pipe sections so formed that the pipe can be laid together to make a continuous line pipe. The aggregates shall be sized, graded, proportioned, and mixed with such proportions of cementitious materials, and water as will produce a homogeneous concrete mixture of such quality that the pipe will conform to test and design requirements. Pipe shall be subjected to curing. Special shapes or fittings for use with concrete pipe conforming to this specification shall be made of porous or nonporous concrete in such manner as will provide strength at least equal to the class of the adjacent pipe to which they are joined; and shall conform to all other requirements specified for pipe. The test pipe shall freed from all visible moisture. When dry, each pipe shall be measured and inspected. The crushing strength of the porous material as well as its infiltration, shall conform to the requirements.
SCOPE
1.1 This specification covers porous nonreinforced concrete pipe for use in underdrains.
1.2 This specification is the metric counterpart of Specification C654.
1.3 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: C654M −19
Standard Specification for
1
Porous Concrete Pipe (Metric)
This standard is issued under the fixed designation C654M; 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 U.S. Department of Defense.
1. Scope* C1602/C1602M Specification for Mixing Water Used in the
Production of Hydraulic Cement Concrete
1.1 This specification covers porous nonreinforced concrete
pipe for use in underdrains.
3. Terminology
1.2 This specification is the metric counterpart of Specifi-
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
cation C654.
pipe, see Terminology C822.
1.3 This international standard was developed in accor-
dance with internationally recognized principles on standard-
4. Classification
ization established in the Decision on Principles for the
4.1 Pipe manufactured according to this specification shall
Development of International Standards, Guides and Recom-
be of two classes identified as “Standard-Strength Porous
mendations issued by the World Trade Organization Technical
Nonreinforced Concrete Pipe” and “Extra-Strength Porous
Barriers to Trade (TBT) Committee.
Nonreinforced Concrete Pipe.”
2. Referenced Documents
2
5. Basis of Acceptance
2.1 ASTM Standards:
C33/C33M Specification for Concrete Aggregates
5.1 The acceptability of the pipe shall be determined by the
C150/C150M Specification for Portland Cement
results of the strength and porosity or rate of infiltration tests,
C260/C260M Specification for Air-Entraining Admixtures
and by inspection to determine whether the pipe conforms to
for Concrete
this specification as to design and freedom from defects.
C494/C494M Specification for Chemical Admixtures for
5.2 The pipe shall be acceptable under the strength tests
Concrete
when they have met the requirements as prescribed in Section
C497M Test Methods for Concrete Pipe, Concrete Box
10.
Sections, Manhole Sections, or Tile (Metric)
5.3 Acceptance as to Infiltration Properties—Pipe shall be
C595/C595M Specification for Blended Hydraulic Cements
acceptable under the infiltration test when all test pipe conform
C618 Specification for Coal Fly Ash and Raw or Calcined
to the test requirements as prescribed in Section 10.
Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related
6. Materials
Products
C989/C989M Specification for Slag Cement for Use in
6.1 Concrete—The concrete shall consist of cementitious
Concrete and Mortars
materials, mineral aggregates, admixtures, if used, and water.
C1017/C1017M Specification for Chemical Admixtures for
6.2 Cementitious Materials:
Use in Producing Flowing Concrete
6.2.1 Cement—Cement shall conform to the requirements
C1116/C1116M Specification for Fiber-Reinforced Concrete
for portland cement of Specification C150/C150M or shall be
portland blast-furnace slag cement, portland-limestone cement,
1
This specification is under the jurisdiction of ASTM Committee C13 on or portland-pozzolan cement conforming to the requirements
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
of Specification C595/C595M, except that the pozzolan con-
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
stituent in the Type IP portland–pozzolan cement shall be fly
Current edition approved July 15, 2019. Published August 2019. Originally
ash.
approved in 1980. Last previous edition approved in 2015 as C654M – 15. DOI:
10.1520/C0654M-19.
6.2.2 Fly Ash—Fly ash shall conform to the requirements of
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Specification C618, Class F or Class C.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
6.2.3 Slag Cement—Slag cement shall conform to the re-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. quirementsofGrade100or120ofSpecificationC989/C989M.
*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
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C654M − 19
TABLE 1 Physical and Dimensional Requirements of Porous
6.2.4 Allowable Combinations of Cementitious Materials—
Concrete Pipe
Thecombinationofcementitiousmaterialsusedintheconcrete
A
Internal Minimum Minimum Minimum Minimum Minimum
shall be one of the following:
Wall
Designated Laying Socket
...
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: C654M − 15 C654M − 19
Standard Specification for
1
Porous Concrete Pipe (Metric)
This standard is issued under the fixed designation C654M; 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 U.S. Department of Defense.
1. Scope Scope*
1.1 This specification covers porous nonreinforced concrete pipe for use in underdrains.
1.2 This specification is the metric counterpart of Specification C654.
1.3 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:
C33/C33M Specification for Concrete Aggregates
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497M Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile (Metric)
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Classification
4.1 Pipe manufactured according to this specification shall be of two classes identified as “Standard-Strength Porous
Nonreinforced Concrete Pipe” and “Extra-Strength Porous Nonreinforced Concrete Pipe.”
5. Basis of Acceptance
5.1 The acceptability of the pipe shall be determined by the results of the strength and porosity or rate of infiltration tests, and
by inspection to determine whether the pipe conforms to this specification as to design and freedom from defects.
5.2 The pipe shall be acceptable under the strength tests when they have met the requirements as prescribed in Section 10.
5.3 Acceptance as to Infiltration Properties—Pipe shall be acceptable under the infiltration test when all test pipe conform to
the test requirements as prescribed in Section 10.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on Non-Reinforced
Concrete Sewer, Drain and Irrigation Pipe.
Current edition approved Oct. 1, 2015July 15, 2019. Published October 2015August 2019. Originally approved in 1980. Last previous edition approved in 20112015 as
C654M – 11.C654M – 15. DOI: 10.1520/C0654M-15.10.1520/C0654M-19.
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 Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C654M − 19
6. Materials
6.1 Concrete—The concrete shall consist of cementitious materials, mineral aggregates, admixtures, if used, and water.
6.2 Cementitious Materials:
6.2.1 Cement—Cement shall conform to the requirements for portland cement of Specification C150/C150M or shall be
portland blast-furnace slag cement, portland-limestone cement, or portland-pozzolan cement conforming to the requirements of
Specification C595/C595M, except that the pozzolan constituent in the Type IP portland–pozzolan cement shall be fly ash.
6.2.2 Fly Ash—Fly ash shall conform to the requirements of Specification C618, Class F or Class C.
6.2.3 Slag Cement—Slag cement shall conform to the requirements of Grade 100 or 120 of Specification C989/C989M.
6.2.4 Allowable Combinations of Cementitious Materials—The combination of cementitious materia
...
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