ASTM C14M-04

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: 31-Mar-2004
• 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-03 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
• Effective Date: 01-Apr-2004
• Replaced By: ASTM C14M-05 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
• Effective Date: 15-Oct-2005
• Referred By: ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
• Effective Date: 01-Apr-2004
• Referred By: ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (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: 01-Apr-2004
• Referred By: ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 14M – 04
METRIC
Standard Specification for
1
Concrete Sewer, Storm Drain, and Culvert Pipe [Metric]
This standard is issued under the fixed designation C14M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber 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 C822 Terminology Relating to Concrete Pipe and Related
Products
1.1 This specification covers nonreinforced concrete pipe
C1116 Specification for Fiber-Reinforced Concrete and
intended to be used for the conveyance of sewage, industrial
Shotcrete
wastes, storm water, and for the construction of culverts.
1.2 This specification is the metric counterpart of Specifi-
3. Terminology
cation C14.
3.1 Definitions of Terms Specific to This Standard—For
NOTE 1—This specification is a manufacturing and purchase specifica-
definitions of terms relating to concrete pipe, see Terminology
tion only and does not include requirements for bedding, backfill, or the
C822.
relationship between field load condition and the strength classification of
pipe. However, experience has shown that the successful performance of
4. Classification
this product depends upon the proper selection of the class of pipe, type
4.1 Pipe manufactured according to this specification shall
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner is cautioned that he must correlate be of three classes identified as “Class 1 Nonreinforced
the field requirements with the class of pipe specified and provide for or
Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and
require inspection at the construction site.
“Class 3 Nonreinforced Concrete Pipe.” The corresponding
strength requirements are prescribed in Table 1.
2
2. Referenced Documents
2.1 ASTM Standards:
5. Basis of Acceptance
C33 Specification for Concrete Aggregates
5.1 The acceptability of the pipe shall be determined by the
C150 Specification for Portland Cement
resultsofthetestprescribedinthissection,whenrequired,and
C309 Specification for Liquid Membrane-Forming Com-
by inspection to determine whether the pipe conforms to this
pounds for Curing Concrete
specification as to design and freedom from defects.
C 443M Specification for Joints for Circular Concrete
5.2 Acceptance as to Strength Properties—Pipe shall be
Sewer and Culvert Pipe, Using Rubber Gaskets [Metric]
acceptable under the strength tests when they have met the
C497M Test Methods for Concrete Pipe, Manhole Sec-
requirements as prescribed in 10.3.
tions, or Tile [Metric]
5.3 Acceptance as to Absorption Properties—Pipe shall be
C595 Specification for Blended Hydraulic Cements
acceptable under the absorption test when they have met the
C618 Specification for Coal FlyAsh and Raw or Calcined
requirements as prescribed in 10.4.
Natural Pozzolan for Use as a Mineral Admixture in
5.4 Acceptance as to Permeability Properties—Pipe shall
Concrete
be acceptable under the permeability test when they have met
the requirements as prescribed in 10.5.
1
This specification is under the jurisdiction of ASTM Committee C13 on
NOTE 2—Prior to purchase, the owner has the option to specify the
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
hydrostatic test prescribed in 10.6 instead of the permeability test.
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
5.5 Acceptance as to Hydrostatic Properties—Pipe shall be
Current edition approved April 1, 2004. Published May 2004. Originally
approved in 1980. Last previous edition approved in 2003 as C14M–03.
acceptable under the hydrostatic test when they have met the
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
requirements as prescribed in 10.6.
contact ASTM 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

---------------------- Page: 1 ----------------------
C14M–04
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 22.0 22 29.0 29 35.0
250 22 23.5 25 29.0 32 35.0
300 25 26.5 35 33.0 44 38.0
3
...