ASTM C118M-05

Standard Specification for Concrete Pipe for Irrigation or Drainage (Metric)

SCOPE
1.1 This specification covers nonreinforced concrete pipe to be used for the conveyance of irrigation water with working pressures, including hydraulic transients, as shown in Table 1 and for use in drainage.
1.2 This specification is the SI counterpart of Specification C 118.
Note 1—This specification is for manufacturing and purchase only and does not include requirements for bedding, backfill, installation, or field repairs. The owner is cautioned that he must correlate field conditions with the characteristics of the pipe specified and provide inspection during installation.

General Information

• Status: Historical
• Publication Date: 14-Oct-2005
• ICS: 23.040.05 - Pipeline and its parts for external sewage systems
• 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 C118M-04 - Standard Specification for Concrete Pipe for Irrigation or Drainage (Metric)
• Effective Date: 15-Oct-2005
• Replaced By: ASTM C118M-05a - Standard Specification for Concrete Pipe for Irrigation or Drainage (Metric)
• Effective Date: 01-Dec-2005
• Referred By: ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
• 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 118M – 05
METRIC
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage [Metric]
This standard is issued under the fixed designation C 118M; 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.
TABLE 1 Standard Dimensions, Working Pressure, and Test
1. Scope
A
Requirements for Standard Concrete Irrigation Pipe
1.1 This specification covers nonreinforced concrete pipe to
Minimum
Minimum
be used for the conveyance of irrigation water with working
Internal Thickness Working Internal
Three-Edge-
B
pressures, including hydraulic transients, as shown in Table 1
Designated of Wall, Pressure, Hydrostatic
Bearing Load,
Diameter, mm T,mm kPa Test Pressure,
and for use in drainage.
kN/linear m
kPa
1.2 This specification is the SI counterpart of Specification
150 22 90 345 19.0
C 118.
200 25 90 345 19.5
250 29 90 345 20.5
NOTE 1—This specification is for manufacturing and purchase only and
300 32 75 310 22.0
does not include requirements for bedding, backfill, installation, or field
350 35 75 310 23.5
repairs.Theowneriscautionedthathemustcorrelatefieldconditionswith
375 38 75 310 24.0
the characteristics of the pipe specified and provide inspection during
400 38 75 310 25.0
installation. 450 44 75 310 26.5
500 50 75 275 27.0
525 54 75 275 27.5
2. Referenced Documents
600 57 75 275 29.0
2
2.1 ASTM Standards:
A
For hydrostatic test requirements, refer to 10.5.
B
C33 Specification for Concrete Aggregates
Higher working pressures are not prohibited up to a maximum of 120 kPa for
150 through 200-mm diameters, 105 kPa for 250 through 300-mm diameters, and
C 150 Specification for Portland Cement
90kPafor350through600-mmdiameters.Inthesecases,thestrengthofthepipe
C 497M Test Methods for Concrete Pipe, Manhole Sec-
shall be increased to give a minimum internal hydrostatic test pressure of at least
tions, or Tile [Metric]
four times the design working pressure when tested as specified in 10.5.
C 595 Specification for Blended Hydraulic Cements
3. Terminology
C 618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
3.1 Definitions—For definitions of terms relating to con-
C 670 Practice for Preparing Precision and Bias Statements
crete pipe, see Terminology C 822.
for Test Methods for Construction Materials
4. Classification
C 822 Terminology Relating to Concrete Pipe and Related
Products
4.1 Pipe manufactured according to this specification shall
C 989 Specification for Ground Granulated Blast-Furnace
be known as “ASTM Standard Concrete Irrigation Pipe,”
Slag for Use in Concrete and Mortars
“ASTM Standard Concrete Drainage Pipe,” or “ASTM Heavy-
C 1116 Specification for Fiber-Reinforced Concrete and
Duty Concrete Drainage Pipe.”
Shotcrete
5. Basis of Acceptance
5.1 The acceptability of the pipe shall be determined by the
results of the tests prescribed in this specification, if and when
1
This specification is under the jurisdiction of ASTM Committee C13 on
required and by inspection to determine whether the pipe
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
conforms to this specification as to design and freedom from
Non-Reinforced Concrete Sewer and Culvert Pipe.
defects.
Current edition approved Oct. 15, 2005. Published November 2005. Originally
approved in 1980. Last previous edition approved in 2004 as C 118M – 04.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
6. Materials
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
6.1 Concrete—The concrete shall consist of cementitious
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. materials, mineral aggregates, and water.
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C118M–05
TABLE 2 Physical Test Requirements for Standard and Heavy-
6.2 Cementitious Materials:
A
Duty Concrete Drainage Pipe
6.2.1 Cement—Cement shall conform to the requirements
Standard Drainage Pipe Heavy-Duty Drainage Pipe
for portland cement of Specification C 150 or shall be portland
Internal
Minimum Minimum
blast-furnaceslagcement,orslag-modifiedportlandcement,or
Designated
Thickness of Three-Edge- Thickness of Three-Edge-
portland-pozzolan cement conforming to the requirements of
Diameter, mm
Wall, mm Bearing Load, Wall, mm Bearing Load,
Specification C 595, except that the pozzolan constituent in the
kN/linear m kN/linear m
Type IP portland-pozzolan cement shall be fly ash.
100 19 17.5 19 20.5
6.2.2 Fly Ash—Fly
...