ASTM C654M-05

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: 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-04 - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 15-Oct-2005
• Replaced By: ASTM C654M-05a - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 15-Oct-2005

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 05
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 Nonreinforced Concrete Pipe” and “Extra-Strength Porous
Nonreinforced Concrete Pipe.”
1.1 This specification covers porous nonreinforced concrete
pipe for use in underdrains.
5. Basis of Acceptance
1.2 This specification is the metric counterpart of Specifi-
5.1 The acceptability of the pipe shall be determined by the
cation C 654.
results of the strength and porosity or rate of infiltration tests,
2. Referenced Documents and by inspection to determine whether the pipe conforms to
2
this specification as to design and freedom from defects.
2.1 ASTM Standards:
5.2 The pipe shall be acceptable under the strength tests
C33 Specification for Concrete Aggregates
when they have met the requirements as prescribed in Section
C 150 Specification for Portland Cement
10.
C 497M Test Methods for Concrete Pipe, Manhole Sec-
5.3 Acceptance as to Infiltration Properties—Pipe shall be
tions, or Tile [Metric]
acceptable under the infiltration test when all test pipe conform
C 595 Specification for Blended Hydraulic Cements
to the test requirements as prescribed in Section 10.
C 618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
6. Materials
C 822 Terminology Relating to Concrete Pipe and Related
6.1 Concrete—The concrete shall consist of cementitious
Products
materials, mineral aggregates, and water.
C 989 Specification for Ground Granulated Blast-Furnace
6.2 Cementitious Materials:
Slag for Use in Concrete and Mortars
6.2.1 Cement—Cement shall conform to the requirements
C 1116 Specification for Fiber-Reinforced Concrete and
for portland cement of Specification C 150 or shall be portland
Shotcrete
blast-furnaceslagcement,orslag-modifiedportlandcement,or
3. Terminology portland-pozzolan cement conforming to the requirements of
Specification C 595, except that the pozzolan constituent in the
3.1 Definitions—For definitions of terms relating to con-
Type IP portland–pozzolan cement shall be fly ash.
crete pipe, see Terminology C 822.
6.2.2 Fly Ash—Fly ash shall conform to the requirements of
4. Classification Specification C 618, Class F or Class C.
6.2.3 Ground Granulated Blast Furnace Slag (GGBFS)—
4.1 Pipe manufactured according to this specification shall
GGBFS shall conform to the requirements of Grade 100 or 120
be of two classes identified as “Standard-Strength Porous
of Specification C 989.
6.2.4 Allowable Combinations of Cementitious Materials—
1
This specification is under the jurisdiction of ASTM Committee C13 on
Thecombinationofcementitiousmaterialsusedintheconcrete
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
shall be one of the following:
Non-Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
6.2.4.1 Portland cement only,
Current edition approved Oct. 15, 2005. Published November 2005. Originally
6.2.4.2 Portland blast furnace slag cement only,
approved in 1980. Last previous edition approved in 2004 as C 654M – 04.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
6.2.4.3 Slag modified portland cement only,
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
6.2.4.4 Portland pozzolan cement only,
Standards volume information, refer to the standard’s Document Summary page on
6.2.4.5 A combination of portland cement and fly ash,
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C654M–05
TABLE 2 Physical and Dimensional Requirements of Extra-
6.2.4.6 A combination of portland cement and ground
Strength Porous Concrete Pipe
granulated blast-furnace slag, or
A
Internal Minimum Minimum Minimum Minimum Minimum
6.2.4.7 A combination of portland cement, fly ash (not to
Designated Wall Laying Socket Strength Infiltration
exceed 25 % of the total cementitious weight) and ground
A
Diameter,D Thickness, Length Depth, L Three-Edge-
s
granulated blast furnace slag (not to exceed 25 % of the total
T Bearing
cementitious weight).
mm mm mm mm kN/m L/s·m
6.3 Aggregates—Aggregates shall conform to Specification
150 32 600 32 32.0 1.0
C33 except that the requirement for gradation shall not apply. 200 38 600 38 38.0 1.5
250 41 600 41 41.0 2.0
6.4 Admixtures and Blends—Admixtures and blends shall
300 50 600 50
...