ASTM C14M-07
(Specification)Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
ABSTRACT
This specification covers nonreinforced concrete sewer, storm drain, and culvert pipe. The pipe manufactured according to this specification shall be of three classes: Class 1, Class 2, and Class 3. The strength requirements for nonreinforced concrete pipe are specified. The concrete shall consist of cementitious material, mineral aggregates, and water. Cementitious materials are the following: cement, fly ash, ground granulated blast furnace slag, and allowable combinations of cementitious materials. The design of the pipe may be according to design tables or modified or special design. The following are the processes for pipe manufacturing: mixture; curing such as pipe curing, water curing, and membrane curing; and specials like shapes or fittings and fabricated branches. The following tests shall be made: strength test, absorption test, permeability test, and hydrostatic test.
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
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C14M – 07
Standard Specification for
Nonreinforced Concrete Sewer, Storm Drain, and Culvert
1
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 (´) 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
C989 Specification for Slag Cement for Use in Concrete
intended to be used for the conveyance of sewage, industrial
and Mortars
wastes, storm water, and for the construction of culverts.
C1116 Specification for Fiber-Reinforced Concrete and
1.2 This specification is the metric counterpart of Specifi-
Shotcrete
cation C14.
NOTE 1—This specification is a manufacturing and purchase specifica- 3. Terminology
tion only and does not include requirements for bedding, backfill, or the
3.1 Definitions of Terms Specific to This Standard—For
relationship between field load condition and the strength classification of
definitions of terms relating to concrete pipe, see Terminology
pipe. However, experience has shown that the successful performance of
C822.
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
4. Classification
construction specifications. The owner is cautioned that he must correlate
the field requirements with the class of pipe specified and provide for or
4.1 Pipe manufactured according to this specification shall
require inspection at the construction site.
be of three classes identified as “Class 1 Nonreinforced
Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and
2. Referenced Documents
“Class 3 Nonreinforced Concrete Pipe.” The corresponding
2
2.1 ASTM Standards:
strength requirements are prescribed in Table 1.
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement 5. Basis of Acceptance
C309 Specification for Liquid Membrane-Forming Com-
5.1 The acceptability of the pipe shall be determined by the
pounds for Curing Concrete
resultsofthetestprescribedinthissection,whenrequired,and
C443M Specification for Joints for Concrete Pipe and
by inspection to determine whether the pipe conforms to this
Manholes, Using Rubber Gaskets [Metric]
specification as to design and freedom from defects.
C497M TestMethodsforConcretePipe,ManholeSections,
5.2 Acceptance as to Strength Properties—Pipe shall be
or Tile [Metric]
acceptable under the strength tests when they have met the
C595 Specification for Blended Hydraulic Cements
requirements as prescribed in 10.3.
C618 Specification for Coal Fly Ash and Raw or Calcined
5.3 Acceptance as to Absorption Properties—Pipe shall be
Natural Pozzolan for Use in Concrete
acceptable under the absorption test when they have met the
requirements as prescribed in 10.4.
5.4 Acceptance as to Permeability Properties—Pipe shall
1
This specification is under the jurisdiction of ASTM Committee C13 on
be acceptable under the permeability test when they have met
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
the requirements as prescribed in 10.5.
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
CurrenteditionapprovedJune1,2007.PublishedJuly2007.Originallyapproved
NOTE 2—Prior to purchase, the owner has the option to specify the
in 1980. Last previous edition approved in 2005 as C14M–05a. DOI: 10.1520/
hydrostatic test prescribed in 10.6 instead of the permeability test.
C0014M-07.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.5 Acceptance as to Hydrostatic Properties—Pipe shall be
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
acceptable under the hydrostatic test when they have met the
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. requirements as prescribed in 10.6.
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C14M – 07
A
TABLE 1 Physical and Dimensional Requirements for Nonreinforced Concrete Pipe
Class 1 Class 2 Class 3
Internal Designated
Minimum Minimum Three-Edge Minimum Minimum Three-Edge Minimum Minimum Three-Edge
Diameter, mm
Thickness of Wall, Bearing Strength, kN/ Thickness of Wall, Bearing Strength, kN/ Thickness of Wall, Bearing Strength, kN/
mm linear m mm linear m mm linear m
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
...
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