ASTM C654M-05a

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.
SCOPE
1.1 This specification covers porous nonreinforced concrete pipe for use in underdrains.
1.2 This specification is the metric counterpart of Specification C 654.

General Information

• Status: Historical
• Publication Date: 14-Oct-2005
• ICS: 23.040.50 - Pipes and fittings of other materials
• Technical Committee: C13 - Concrete Pipe
• Drafting Committee: C13.01 - Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe

Relations

• Replaces: ASTM C654M-05 - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 15-Oct-2005
• Replaced By: ASTM C654M-11 - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 01-Sep-2011

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C654M – 05a
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 Department of Defense.
1. Scope 5. Basis of Acceptance
1.1 This specification covers porous nonreinforced concrete 5.1 The acceptability of the pipe shall be determined by the
pipe for use in underdrains. results of the strength and porosity or rate of infiltration tests,
1.2 This specification is the metric counterpart of Specifi- and by inspection to determine whether the pipe conforms to
cation C654. this specification as to design and freedom from defects.
5.2 The pipe shall be acceptable under the strength tests
2. Referenced Documents
when they have met the requirements as prescribed in Section
2
2.1 ASTM Standards: 10.
C33 Specification for Concrete Aggregates
5.3 Acceptance as to Infiltration Properties—Pipe shall be
C150 Specification for Portland Cement acceptable under the infiltration test when all test pipe conform
C497M Test Methods for Concrete Pipe, Manhole Sections,
to the test requirements as prescribed in Section 10.
or Tile [Metric]
6. Materials
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined 6.1 Concrete—The concrete shall consist of cementitious
Natural Pozzolan for Use in Concrete materials, mineral aggregates, and water.
C822 Terminology Relating to Concrete Pipe and Related 6.2 Cementitious Materials:
Products 6.2.1 Cement—Cement shall conform to the requirements
C989 Specification for Slag Cement for Use in Concrete for portland cement of Specification C150 or shall be portland
and Mortars blast-furnaceslagcement,orslag-modifiedportlandcement,or
C1116 Specification for Fiber-Reinforced Concrete and portland-pozzolan cement conforming to the requirements of
Shotcrete Specification C595, except that the pozzolan constituent in the
Type IP portland–pozzolan cement shall be fly ash.
3. Terminology
6.2.2 Fly Ash—Fly ash shall conform to the requirements of
3.1 Definitions—For definitions of terms relating to con- Specification C618, Class F or Class C.
crete pipe, see Terminology C822.
6.2.3 Ground Granulated Blast Furnace Slag (GGBFS)—
GGBFS shall conform to the requirements of Grade 100 or 120
4. Classification
of Specification C989.
4.1 Pipe manufactured according to this specification shall
6.2.4 Allowable Combinations of Cementitious Materials—
be of two classes identified as “Standard-Strength Porous
Thecombinationofcementitiousmaterialsusedintheconcrete
Nonreinforced Concrete Pipe” and “Extra-Strength Porous
shall be one of the following:
Nonreinforced Concrete Pipe.”
6.2.4.1 Portland cement only,
6.2.4.2 Portland blast furnace slag cement only,
6.2.4.3 Slag modified portland cement only,
1
This specification is under the jurisdiction of ASTM Committee C13 on 6.2.4.4 Portland pozzolan cement only,
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
6.2.4.5 A combination of portland cement and fly ash,
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
6.2.4.6 A combination of portland cement and ground
Current edition approved Dec. 1, 2005. Published January 2006. Originally
granulated blast-furnace slag, or
approved in 1980. Last previous edition approved in 2005 as C654M – 05. DOI:
10.1520/C0654M-05A.
6.2.4.7 A combination of portland cement, fly ash (not to
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
exceed 25 % of the total cementitious weight) and ground
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
granulated blast furnace slag (not to exceed 25 % of the total
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. cementitious weight).
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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C654M – 05a
TABLE 2 Physical and Dimensional Requirements of Extra-
6.3 Aggregates—Aggregates shall conform to Specification
Strength Porous Concrete Pipe
C33 except that the requirement for gradation shall not apply.
A
Internal Minimum Minimum Minimum Minimum Minimum
6.4 Admixtures and Blends—Admixtures and blends shall
Designated Wall Laying Socket Strength Infiltration
only be used with the approval of the owner.
A
Diameter,D Thickness, Length Depth, L Three-Edge-
s
6.5 Synthetic Fibers—Collated fibrillated virgin polypropy-
T Bearing
lenefibersarenotprohibitedi
...

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 654M–05 Designation: C654M – 05a
Standard Specification for
1
Porous Concrete Pipe [Metric](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 Department of Defense.
1. 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile [Metric]
C595 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 Specification for Ground Granulated Blast-Furnace Slag Cement for Use in Concrete and Mortars
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C 822C822.
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.
6. Materials
6.1 Concrete—The concrete shall consist of cementitious materials, mineral aggregates, and water.
6.2 Cementitious Materials:
6.2.1 Cement—Cement shall conform to the requirements for portland cement of Specification C 150C150 or shall be portland
blast-furnace slag cement, or slag-modified portland cement, or portland-pozzolan cement conforming to the requirements of
Specification C 595C595, 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 C 618C618, Class F or Class C.
6.2.3 Ground Granulated Blast Furnace Slag (GGBFS)—GGBFS shall conform to the requirements of Grade 100 or 120 of
Specification C 989C989.
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,Drain and Irrigation Pipe.
Current edition approved Oct. 15,Dec. 1, 2005. Published November 2005.January 2006. Originally approved in 1980. Last previous edition approved in 20042005 as
C654M – 05. DOI: 10.1520/C0654M-05A.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at [e-mail]. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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C654M – 05a
6.2.4 Allowable Combinations of Cementitious Materials—Thecombinationofcementitiousmaterialsusedintheconcreteshall
be one of the following:
6.2.4.1 Portland cement only,
6.2.4.2 Portland blast furnace slag cement only,
6.2.4.3 Slag modified portland cement only,
6.2.4.4 Portland pozzolan cement only,
6.2.4.5 A combination of portland cement and fly ash,
6.2.4.6 A combination of portland cement and ground granulated blast-furnace slag, or
6.2.4.7 Acombination of portland cement, fly ash (not to exceed 25 % of the total cementitious weight) and ground granulated
blast furnace slag (not to exceed 25 % of the total cementitious weight).
6.3 Aggregates—Aggregates shall conform to Specification C 33C33 except that the requirement for gradation shall not apply.
6.4 Admixtures and Blends—Admixtures a
...