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.

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Historical
Publication Date
14-Oct-2005
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Ref Project

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ASTM C14M-05 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 05
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 C670 Practice for Preparing Precision and Bias Statements
for Test Methods for Construction Materials
1.1 This specification covers nonreinforced concrete pipe
C822 Terminology Relating to Concrete Pipe and Related
intended to be used for the conveyance of sewage, industrial
Products
wastes, storm water, and for the construction of culverts.
C989 Specification for Ground Granulated Blast-Furnace
1.2 This specification is the metric counterpart of Specifi-
Slag for Use in Concrete and Mortars
cation C14.
C 1116 Specification for Fiber-Reinforced Concrete and
NOTE 1—This specification is a manufacturing and purchase specifica-
Shotcrete
tion only and does not include requirements for bedding, backfill, or the
relationship between field load condition and the strength classification of
3. Terminology
pipe. However, experience has shown that the successful performance of
3.1 Definitions of Terms Specific to This Standard—For
this product depends upon the proper selection of the class of pipe, type
definitions of terms relating to concrete pipe, see Terminology
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner is cautioned that he must correlate C822.
the field requirements with the class of pipe specified and provide for or
require inspection at the construction site. 4. Classification
4.1 Pipe manufactured according to this specification shall
2
2. Referenced Documents
be of three classes identified as “Class 1 Nonreinforced
2.1 ASTM Standards:
Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and
C33 Specification for Concrete Aggregates
“Class 3 Nonreinforced Concrete Pipe.” The corresponding
C150 Specification for Portland Cement
strength requirements are prescribed in Table 1.
C309 Specification for Liquid Membrane-Forming Com-
pounds for Curing Concrete 5. Basis of Acceptance
C443M Specification for Joints for Concrete Pipe and
5.1 The acceptability of the pipe shall be determined by the
Manholes, Using Rubber Gaskets [Metric]
resultsofthetestprescribedinthissection,whenrequired,and
C497M Test Methods for Concrete Pipe, Manhole Sec-
by inspection to determine whether the pipe conforms to this
tions, or Tile [Metric]
specification as to design and freedom from defects.
C595 Specification for Blended Hydraulic Cements
5.2 Acceptance as to Strength Properties—Pipe shall be
C618 Specification for Coal FlyAsh and Raw or Calcined
acceptable under the strength tests when they have met the
Natural Pozzolan for Use in Concrete
requirements as prescribed in 10.3.
5.3 Acceptance as to Absorption Properties—Pipe shall be
acceptable under the absorption test when they have met the
1
This specification is under the jurisdiction of ASTM Committee C13 on
requirements as prescribed in 10.4.
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
5.4 Acceptance as to Permeability Properties—Pipe shall
Current edition approved Oct. 15, 2005. Published November 2005. Originally
be acceptable under the permeability test when they have met
approved in 1980. Last previous edition approved in 2004 as C14M–04.
2 the requirements as prescribed in 10.5.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
NOTE 2—Prior to purchase, the owner has the option to specify the
Standards volume information, refer to the standard’s Document Summary page on
hydrostatic test prescribed in 10.6 instead of the permeability test.
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C14M–05
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
...

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