ASTM C14M-03

Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)

SCOPE
1.1 This specification covers nonreinforced concrete pipe intended to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts.
1.2 This specification is the metric counterpart of Specification C 14.
Note 1—This specification is a manufacturing and purchase specification only and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner is cautioned that he must correlate the field requirements with the class of pipe specified and provide for or require inspection at the construction site.

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 C14M-99 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
• Effective Date: 10-Jul-2003
• Replaced By: ASTM C14M-04 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
• Effective Date: 01-Apr-2004
• Referred By: ASTM C990M-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
• Effective Date: 10-Jul-2003
• Referred By: ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
• Effective Date: 10-Jul-2003
• Referred By: ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
• Effective Date: 10-Jul-2003
• Referred By: ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
• Effective Date: 10-Jul-2003

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 14M – 03
METRIC
Standard Specification for
1
Concrete Sewer, Storm Drain, and Culvert Pipe [Metric]
This standard is issued under the fixed designation C 14M; 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 C 1116 Specification for Fiber-Reinforced Concrete and
2
Shotcrete
1.1 This specification covers nonreinforced concrete pipe
intended to be used for the conveyance of sewage, industrial
3. Terminology
wastes, storm water, and for the construction of culverts.
3.1 Definitions of Terms Specific to This Standard—For
1.2 This specification is the metric counterpart of Specifi-
definitions of terms relating to concrete pipe, see Terminology
cation C 14.
C 822.
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only and does not include requirements for bedding, backfill, or the
4. Classification
relationship between field load condition and the strength classification of
4.1 Pipe manufactured according to this specification shall
pipe. However, experience has shown that the successful performance of
be of three classes identified as “Class 1 Nonreinforced
this product depends upon the proper selection of the class of pipe, type
Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner is cautioned that he must correlate “Class 3 Nonreinforced Concrete Pipe.” The corresponding
the field requirements with the class of pipe specified and provide for or
strength requirements are prescribed in Table 1.
require inspection at the construction site.
5. Basis of Acceptance
2. Referenced Documents
5.1 The acceptability of the pipe shall be determined by the
2.1 ASTM Standards:
results of the test prescribed in this section, when required, and
2
C 33 Specification for Concrete Aggregates
by inspection to determine whether the pipe conforms to this
3
C 150 Specification for Portland Cement
specification as to design and freedom from defects.
C 309 Specification for Liquid Membrane-Forming Com-
5.2 Acceptance as to Strength Properties—Pipe shall be
2
pounds for Curing Concrete
acceptable under the strength tests when they have met the
C 443M Specification for Joints for Circular Concrete
requirements as prescribed in 10.3.
4
Sewer and Culvert Pipe, Using Rubber Gaskets [Metric]
5.3 Acceptance as to Absorption Properties—Pipe shall be
C 497M Test Methods for Concrete Pipe, Manhole Sec-
acceptable under the absorption test when they have met the
4
tions, or Tile [Metric]
requirements as prescribed in 10.4.
3
C 595 Specification for Blended Hydraulic Cements
5.4 Acceptance as to Permeability Properties—Pipe shall
C 618 Specification for Coal Fly Ash and Raw or Calcined
be acceptable under the permeability test when they have met
Natural Pozzolan for Use as a Mineral Admixture in
the requirements as prescribed in 10.5.
2
Concrete
NOTE 2—Prior to purchase, the owner has the option to specify the
C 822 Terminology Relating to Concrete Pipe and Related
hydrostatic test prescribed in 10.6 instead of the permeability test.
4
Products
5.5 Acceptance as to Hydrostatic Properties—Pipe shall be
acceptable under the hydrostatic test when they have met the
1
This specification is under the jurisdiction of ASTM Committee C13 on
requirements as prescribed in 10.6.
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
6. Materials
Current edition approved July 10, 2003. Published September 2003. Originally
approved in 1980. Last previous edition approved in 1999 as C 14M – 99.
6.1 Concrete—The concrete shall consist of cementitious
2
Annual Book of ASTM Standards, Vol 04.02.
materials, mineral aggregates, and water.
3
Annual Book of ASTM Standards, Vol 04.01.
4
6.2 Cementitious Materials:
Annual Book of ASTM Standards, Vol 04.05.
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C14M–03
A
TABLE 1 Physical and Dimensional Requirements for Nonreinforced Concrete Pipe
Class 1 Class 2 Class 3
Minimum Minimum Minimum
Internal Designated
Minimum Strength, kN/ Minimum Strength, kN/ Minimum Strength, kN/
Diameter, mm
Thickness of linear m, Thickness of linear m, Thickness of linear m,
Wall, mm Three-Edge Wall, mm Three-Edge Wall, mm Three-Edge
Bearing Bearing Bearing
100 16 22.0 19 29.0 19 35.0
150 16 22.0 19 29.0 22 35.0
200 19 22.
...