ASTM C14-03

Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe

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 A complete metric companion to Specification C 14 has been developed—C 14M; therefore, no metric equivalents are presented in this specification.
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 conditions 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 C14-99 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe
• Effective Date: 10-Jul-2003
• Replaced By: ASTM C14-05 - Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe
• Effective Date: 15-Oct-2005
• Referred By: ASTM C1898-20 - Standard Test Methods for Determining the Chemical Resistance of Concrete Products to Acid Attack
• 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 C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
• Effective Date: 10-Jul-2003
• Referred By: ASTM C990-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
• Effective Date: 10-Jul-2003
• Referred By: ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
• Effective Date: 10-Jul-2003
• Referred By: ASTM C443-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
• Effective Date: 10-Jul-2003
• Referred By: ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
• 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 14 – 03
Standard Specification for
1
Concrete Sewer, Storm Drain, and Culvert Pipe
ThisstandardisissuedunderthefixeddesignationC14;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
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 C1116 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— For definitions of terms relating to con-
1.2 Acomplete metric companion to Specification C14 has
crete pipe, see Terminology C822.
been developed—C14M; therefore, no metric equivalents are
presented in this specification.
4. Classification
NOTE 1—This specification is a manufacturing and purchase specifica-
4.1 Pipe manufactured according to this specification shall
tion only and does not include requirements for bedding, backfill, or the
be of three classes identified as “Class 1 Nonreinforced
relationshipbetweenfieldloadconditionsandthestrengthclassificationof
Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and
pipe. However, experience has shown that the successful performance of
“Class 3 Nonreinforced Concrete Pipe.” The corresponding
this product depends upon the proper selection of the class of pipe, type
strength requirements are prescribed in Table 1.
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner is cautioned that he must correlate
5. Basis of Acceptance
the field requirements with the class of pipe specified and provide for or
require inspection at the construction site.
5.1 The acceptability of the pipe shall be determined by the
resultsofthetestprescribedinthissection,whenrequired,and
2. Referenced Documents
by inspection to determine whether the pipe conforms to this
2.1 ASTM Standards:
specification as to design and freedom from defects.
2
C33 Specification for Concrete Aggregates
5.2 Acceptance as to Strength Properties—Pipe shall be
3
C150 Specification for Portland Cement
acceptable under the strength tests when they have met the
C309 Specification for Liquid Membrane-Forming Com-
requirements as prescribed in 10.3.
2
pounds for Curing Concrete
5.3 Acceptance as to Absorption Properties—Pipe shall be
C443 Specification for Joints for Circular Concrete Sewer
acceptable under the absorption test when they have met the
4
and Culvert Pipe, Using Rubber Gaskets
requirements as prescribed in 10.4.
C497 Test Methods for Concrete Pipe, Manhole Sections,
5.4 Acceptance as to Permeability Properties—Pipe shall
4
or Tile
be acceptable under the permeability test when they have met
3
C595 Specification for Blended Hydraulic Cements
the requirements as prescribed in 10.5.
C618 Specification for Coal FlyAsh and Raw or Calcined
NOTE 2—Prior to purchase, the owner has the option to specify the
Natural Pozzolan for Use as a Mineral Admixture in
hydrostatic test prescribed in 10.6 instead of the permeability test.
2
Concrete
5.5 Acceptance as to Hydrostatic Properties—Pipe shall be
C822 Terminology Relating to Concrete Pipe and Related
4
acceptable under the hydrostatic test when they have met the
Products
requirements as prescribed in 10.6.
1
This specification is under the jurisdiction of ASTM Committee C13 on
6. Materials
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
6.1 Concrete—The concrete shall consist of cementitious
Reinforced Concrete Sewer, Drain, and Irrigation Pipe.
Current edition approved July 10, 2003. Published September 2003. Originally
materials, mineral aggregates, and water.
approved in 1917. Last previous edition approved in 1999 as C14–99.
6.2 Cementitious Materials:
2
Annual Book of ASTM Standards, Vol 04.02.
3
Annual Book of ASTM Standards, Vol 04.01.
4
Annual Book of ASTM Standards, Vol 04.05.
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C14–03
A
TABLE 1 Physical and Dimensional Requirements for Nonreinforced Concrete Pipe
Class 1 Class 2 Class 3
Internal Designated Minimum Minimum Strength, Minimum Minimum Strength, Minimum Minimum Strength,
Diameter, in. Thickness of Wall, lbf/linear ft, Thickness of Wall, lbf/linear ft, Thickness of Wall, lbf/linear ft,
in. Three-Edge Bearing in. Three-Edge Bearing in. Three-Edge Bearing
5 3 3
4 ⁄8 1500 ⁄4 2000 ⁄4 2400
5 3 7
6 ⁄8 1500 ⁄4 2000 ⁄8 2400
3 7 1
8 ⁄4 1500 ⁄8 2000 1 ⁄8 2400
7 1
10 ⁄8 1600 1 2000 1 ⁄4 2400
3 3
...