ASTM C654M-03

Standard Specification for Porous Concrete Pipe (Metric)

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: 09-Jul-2003
• 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-99 - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 10-Jul-2003
• Replaced By: ASTM C654M-04 - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 01-Apr-2004

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C 654M – 03
METRIC
Standard Specification for
1
Porous Concrete Pipe [Metric]
This standard is issued under the fixed designation C 654M; 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 (e) 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 C 654. 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
2.1 ASTM Standards: 10.
2
C 33 Specification for Concrete Aggregates
5.3 Acceptance as to Infiltration Properties—Pipe shall be
3
C 150 Specification for Portland Cement acceptable under the infiltration test when all test pipe conform
C 497M Test Methods for Concrete Pipe, Manhole Sec-
to the test requirements as prescribed in Section 10.
4
tions, or Tile [Metric]
3
6. Materials
C 595 Specification for Blended Hydraulic Cements
C 618 Specification for Coal Fly Ash and Raw or Calcined 6.1 Concrete—The concrete shall consist of cementitious
Natural Pozzolan for Use as a Mineral Admixture in materials, mineral aggregates, and water.
2
Concrete 6.2 Cementitious Materials:
C 822 Terminology Relating to Concrete Pipe and Related 6.2.1 Cement—Cement shall conform to the requirements
4
Products for portland cement of Specification C 150 or shall be portland
C 1116 Specification for Fiber-Reinforced Concrete and blast-furnace slag cement or portland-pozzolan cement con-
2
Shotcrete forming to the requirements of Specification C 595, except that
the pozzolan constituent in the Type IP portland–pozzolan
3. Terminology
cement shall be fly ash.
3.1 Definitions—For definitions of terms relating to con-
6.2.2 Fly Ash—Fly ash shall conform to the requirements of
crete pipe, see Terminology C 822. Specification C 618, Class F or Class C.
6.2.3 Allowable Combinations of Cementitious Materials—
4. Classification
The combination of cementitious materials used in the concrete
4.1 Pipe manufactured according to this specification shall
shall be one of the following:
be of two classes identified as “Standard-Strength Porous
6.2.3.1 Portland cement only,
Nonreinforced Concrete Pipe” and “Extra-Strength Porous
6.2.3.2 Portland blast furnace slag cement only,
Nonreinforced Concrete Pipe.”
6.2.3.3 Portland pozzolan cement only, or
6.2.3.4 A combination of portland cement and fly ash.
NOTE 1—The user of this specification is advised that porous pipe may
1
This specification is under the jurisdiction of ASTM Committee C13 on
experience leaching detrimental to durability when subjected to drainage
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
of soft or acid waters (less than 50 ppm hardness or less than 6.0 pH). Type
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
V portland cement should be specified where high sulfate resistance is
Current edition approved July 10, 2003. Published September 2003. Originally
required, and Type II or IIA portland cement should be specified where the
approved in 1980. Last previous edition approved in 1999 as C 654M – 99.
2
pipe will be exposed to moderate sulfate conditions. More than 3000 ppm
Annual Book of ASTM Standards, Vol 04.02.
3
of chiefly sodium or magnesium sulfates, or both, may be considered high
Annual Book of ASTM Standards, Vol 04.01.
4
Annual Book of ASTM Standards, Vol 04.05. sulfate content.
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C654M–03
TABLE 2 Physical and Dimensional Requirements of Extra-
6.3 Aggregates—Aggregates shall conform to Specification
Strength Porous Concrete Pipe
C 33 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
lene fibers are not prohibited in concrete pipe as a nonstructural
mm mm mm mm kN/m L/s·m
manufacturing material. Only Type III
...