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ASTM C14-14

(Specification)

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

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

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 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 C14 has been developed—C14M; 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
31-Jan-2014
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
Current Stage
Ref Project

Relations

Replaces
ASTM C14-11 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
Effective Date
01-Feb-2014
Replaced By
ASTM C14-15 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
Effective Date
01-Jan-2015
Referred By
ASTM C1898-20 - Standard Test Methods for Determining the Chemical Resistance of Concrete Products to Acid Attack
Effective Date
01-Feb-2014
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
01-Feb-2014
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
01-Feb-2014
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
01-Feb-2014
Referred By
ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Effective Date
01-Feb-2014
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
01-Feb-2014
Referred By
ASTM C443-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
Effective Date
01-Feb-2014

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ASTM C14-14 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert PipeASTM C14-14 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
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REDLINE ASTM C14-14 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert PipeREDLINE ASTM C14-14 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
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REDLINE ASTM C14-14 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
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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:C14 −14
StandardSpecification for
Nonreinforced Concrete Sewer, Storm Drain, and Culvert
1
Pipe
ThisstandardisissuedunderthefixeddesignationC14;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope C989SpecificationforSlagCementforUseinConcreteand
Mortars
1.1 This covers nonreinforced concrete pipe intended to be
C1116 Specification for Fiber-Reinforced Concrete and
used for the conveyance of sewage, industrial wastes, storm
Shotcrete
water, and for the construction of culverts.
1.2 Acomplete metric companion to Specification C14 has
3. Terminology
been developed—C14M; therefore, no metric equivalents are
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
presented in this specification.
pipe, see Terminology C822.
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only and does not include requirements for bedding, backfill, or the
4. Classification
relationshipbetweenfieldloadconditionsandthestrengthclassificationof
4.1 Pipe manufactured according to this specification shall
pipe. However, experience has shown that the successful performance of
this product depends upon the proper selection of the class of pipe, type
be of three classes identified as “Class 1 Nonreinforced
of bedding and backfill, and care that the installation conforms to the
Concrete Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and
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.
2. Referenced Documents
5. Basis of Acceptance
2
2.1 ASTM Standards:
5.1 The acceptability of the pipe shall be determined by the
C33Specification for Concrete Aggregates
resultsofthetestprescribedinthissection,whenrequired,and
C150Specification for Portland Cement
by inspection to determine whether the pipe conforms to this
C309Specification for Liquid Membrane-Forming Com-
specification as to design and freedom from defects.
pounds for Curing Concrete
5.2 Acceptance as to Strength Properties—Pipe shall be
C443 Specification for Joints for Concrete Pipe and
acceptable under the strength tests when they have met the
Manholes, Using Rubber Gaskets
requirements as prescribed in 10.3.
C494Specification for Chemical Admixtures for Concrete
5.3 Acceptance as to Absorption Properties—Pipe shall be
C497Test Methods for Concrete Pipe, Manhole Sections, or
acceptable under the absorption test when they have met the
Tile
requirements as prescribed in 10.4.
C595Specification for Blended Hydraulic Cements
C618Specification for Coal Fly Ash and Raw or Calcined
5.4 AcceptanceastoPermeabilityProperties—Pipeshallbe
Natural Pozzolan for Use in Concrete
acceptable under the permeability test when they have met the
C822Terminology Relating to Concrete Pipe and Related
requirements as prescribed in 10.5.
Products
NOTE 2—Prior to purchase, the owner has the option to specify the
hydrostatic test prescribed in 10.6 instead of the permeability test.
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on 5.5 Acceptance as to Hydrostatic Properties—Pipe shall be
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
acceptable under the hydrostatic test when they have met the
Current edition approved Feb. 1, 2014. Published February 2014. Originally
requirements as prescribed in 10.6.
approved in 1917. Last previous edition approved in 2011 as C14–11. DOI:
10.1520/C0014-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 6. Materials
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
6.1 Concrete—The concrete shall consist of cementitious
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. materials, mineral aggregates, and water.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C14−14
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, in. Thickness of Wall, Bearing Strength, Thickness of Wall, Bearing Strength, Thickness of Wall, Bearing Strength,
in. lbf/linear ft in. lbf/linear ft in. lbf
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C14 − 11 C14 − 14
Standard Specification for
Nonreinforced Concrete Sewer, Storm Drain, and Culvert
1
Pipe
This standard is issued under the fixed designation C14; 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 (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope
1.1 This 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 C14 has been developed—C14M; 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C443 Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
C494 Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Classification
4.1 Pipe manufactured according to this specification shall be of three classes identified as “Class 1 Nonreinforced Concrete
Pipe,” “Class 2 Nonreinforced Concrete Pipe,” and “Class 3 Nonreinforced Concrete Pipe.” The corresponding strength
requirements are prescribed in Table 1.
5. Basis of Acceptance
5.1 The acceptability of the pipe shall be determined by the results of the test prescribed in this section, when required, and by
inspection to determine whether the pipe conforms to this specification as to design and freedom from defects.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on Non-Reinforced
Concrete Sewer, Drain and Irrigation Pipe.
Current edition approved Sept. 1, 2011Feb. 1, 2014. Published October 2011February 2014. Originally approved in 1917. Last previous edition approved in 20072011 as
C14 – 07.C14 – 11. DOI: 10.1520/C0014-11.10.1520/C0014-14.
2
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 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 ----------------------
C14 − 14
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, in. Thickness of Wall, Bearing Strength, Thickness of Wall, Bearing Strength, Thickness of Wall, Bearing Strength,
in. lbf/linear ft in. lbf/linear ft in. lbf/linear ft
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
12 1 1800 1 ⁄8 2250 1 ⁄4 2600
1 5 7
15 1 ⁄4 2000 1 ⁄8 2600 1 ⁄8 2900
1 1
18 1 ⁄2 2200 2 3000 2 ⁄4 3300
3 1 3
21 1 ⁄4 2400 2 ⁄4 3300 2 ⁄4 3850
1 3
24 2 ⁄8 2600 3 3600 3 ⁄8 4400
1 3 3
27 3 ⁄4 2800 3 ⁄4 3950 3 ⁄4 4600
1 1 1
30 3 ⁄2 3000 4 ⁄4 4300 4 ⁄4 4750
3 1 1
33 3 ⁄4 3150 4 ⁄2 44
...

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FIG. 1 Person Entry Inspection  
FIG. 2 Remote Inspection Camera  
1.2 The scope of this specification is intended for installation related observations and assumes that pre-installation inspection has been completed.  
1.3 The reinforced concrete culvert, storm drain and storm sewer pipe shall be manufactured in accordance with Specification C76, C506, C507, C655, C1417, or C1846/C1846M and accepted in accordance with AASHTO R 73. This specification shall only be used for gravity, non-pressure storm drainage applications.  
1.4 Person Entry shall be used unless extenuating circumstances preclude this type inspection. Remote inspection is acceptable for use for pipe diameters of 30 in. [750 mm] and smaller unless otherwise specified by owner or engineer.  
1.5 Access of installed pipe for manual inspection shall follow OSHA 29 CFR PART 1926 SUBPART AA regulations for confined space entry. However, this standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.  
1.6 This practice does not cover deformation or deflection assessment. Concrete pipe is classified as a rigid structure because they do not bend or deflect appreciably under load before cracking. Due to these facts shape evaluation are of little or no value when evaluating concrete pipe.  
1.7 The values stated in either Imperial/US or [SI units] are to be regarded separately as standard. The SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.  
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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  • Standard
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ASTM
ASTM C1433M-22(Specification)
Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)

ABSTRACT
This specification deals with the standards for single-cell precast reinforced concrete box sections cast monolithically and proposed for use in the construction of culverts and for the conveyance of storm water industrial sewage. The reinforced concrete shall be composed of cementitious materials, mineral aggregates and water, in which steel has been embedded. The aggregates shall be sized, graded, and mixed to the proportion that will produce a homogeneous mixture. The box sections shall also undergo steam curing, water curing, and membrane curing.
SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.  
1.2 This specification is the SI companion to Specification C1433.
Note 1: This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the box section specified and provide for inspection at the construction site.  
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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  • Technical specification
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