ASTM C118-19
(Specification)Standard Specification for Concrete Pipe for Irrigation or Drainage
Standard Specification for Concrete Pipe for Irrigation or Drainage
ABSTRACT
This specification covers the specification for the nonreinforced concrete pipe to be used for the conveyance of irrigation water with working pressures, including hydraulic transients, and for use in drainage. The design, joint, and concrete mixture of the pipe is detailed. The acceptability of the pipe shall be determined by the results of the tests prescribed in this specification, such as external load test, absorption test, and hydrostatic test.
SCOPE
1.1 This specification covers nonreinforced concrete pipe to be used for the conveyance of irrigation water with working pressures, including hydraulic transients, as shown in Table 1 and for use in drainage.
1.2 A complete SI companion to Specification C118 has been developed—C118M; therefore, no SI equivalents are presented in this specification.
Note 1: This specification is for manufacturing and purchase only and does not include requirements for bedding, backfill, installation, or field repairs. The owner is cautioned that he must correlate field conditions with the characteristics of the pipe specified and provide inspection during installation.
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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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.
Designation:C118 −19
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage
This standard is issued under the fixed designation C118; 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.
1. Scope* C822 Terminology Relating to Concrete Pipe and Related
Products
1.1 This specification covers nonreinforced concrete pipe to
C989/C989M Specification for Slag Cement for Use in
be used for the conveyance of irrigation water with working
Concrete and Mortars
pressures, including hydraulic transients, as shown in Table 1
C1017/C1017M Specification for Chemical Admixtures for
and for use in drainage.
Use in Producing Flowing Concrete
1.2 A complete SI companion to Specification C118 has
C1116/C1116M Specification for Fiber-Reinforced Concrete
been developed—C118M; therefore, no SI equivalents are
C1602/C1602M Specification for Mixing Water Used in the
presented in this specification.
Production of Hydraulic Cement Concrete
NOTE 1—This specification is for manufacturing and purchase only and
does not include requirements for bedding, backfill, installation, or field
3. Terminology
repairs.Theowneriscautionedthathemustcorrelatefieldconditionswith
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
the characteristics of the pipe specified and provide inspection during
installation. pipe, see Terminology C822.
1.3 This international standard was developed in accor-
4. Classification
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
4.1 Pipe manufactured according to this specification shall
Development of International Standards, Guides and Recom-
be known as “ASTM Standard Concrete Irrigation Pipe,”
mendations issued by the World Trade Organization Technical
“ASTM Standard Concrete Drainage Pipe,” or “ASTM Heavy-
Barriers to Trade (TBT) Committee.
Duty Concrete Drainage Pipe.”
2. Referenced Documents
5. Basis of Acceptance
2
2.1 ASTM Standards:
5.1 The acceptability of the pipe shall be determined by the
C33/C33M Specification for Concrete Aggregates
results of the tests prescribed in this specification, if and when
C150/C150M Specification for Portland Cement
required and by inspection to determine whether the pipe
C260/C260M Specification for Air-Entraining Admixtures
conforms to this specification as to design and freedom from
for Concrete
defects.
C494/C494M Specification for Chemical Admixtures for
Concrete
6. Materials
C497 Test Methods for Concrete Pipe, Concrete Box
6.1 Concrete—The concrete shall consist of cementitious
Sections, Manhole Sections, or Tile
materials, mineral aggregates, admixture, if used, and water.
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
6.2 Cementitious Materials:
Natural Pozzolan for Use in Concrete
6.2.1 Cement—Cement shall conform to the requirements
for portland cement of Specification C150/C150M or shall be
portland blast-furnace slag cement, portland-limestone cement,
1
This specification is under the jurisdiction of ASTM Committee C13 on or portland-pozzolan cement conforming to the requirements
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
of Specification C595/C595M, except that the pozzolan con-
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
stituent in the Type IP portland-pozzolan cement shall be fly
Current edition approved July 15, 2019. Published July 2019. Originally
ash.
approved in 1935. Last previous edition approved in 2015 as C118 – 15. DOI:
10.1520/C0118-19.
6.2.2 Fly Ash—Fly ash shall conform to the requirements of
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Specification C618, Class F or Class C.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
6.2.3 Slag Cement—Slag cement shall conform to the re-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. quirementsofGrade100or120ofSpecificationC989/C989M.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C118−19
TABLE 1 Standard Dimensions, Working Pressure, and Test
7. Design
A
Requirements for Standard Concrete Irrigation Pipe
7.1 Design Tables—Design requirements shall be in accor-
Minimum Minimum
dance with Ta
...
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: C118 − 15 C118 − 19
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage
This standard is issued under the fixed designation C118; 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.
1. Scope Scope*
1.1 This specification covers nonreinforced concrete pipe to be used for the conveyance of irrigation water with working
pressures, including hydraulic transients, as shown in Table 1 and for use in drainage.
1.2 A complete SI companion to Specification C118 has been developed—C118M; therefore, no SI equivalents are presented
in this specification.
NOTE 1—This specification is for manufacturing and purchase only and does not include requirements for bedding, backfill, installation, or field repairs.
The owner is cautioned that he must correlate field conditions with the characteristics of the pipe specified and provide inspection during installation.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33/C33M Specification for Concrete Aggregates
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
C595/C595M 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/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
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 known as “ASTM Standard Concrete Irrigation Pipe,” “ASTM
Standard Concrete Drainage Pipe,” or “ASTM Heavy-Duty Concrete Drainage Pipe.”
5. Basis of Acceptance
5.1 The acceptability of the pipe shall be determined by the results of the tests prescribed in this specification, if and 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 Oct. 1, 2015July 15, 2019. Published October 2015July 2019. Originally approved in 1935. Last previous edition approved in 20112015 as
C118 – 11.C118 – 15. DOI: 10.1520/C0118-15.10.1520/C0118-19.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C118 − 19
TABLE 1 Standard Dimensions, Working Pressure, and Test
A
Requirements for Standard Concrete Irrigation Pipe
Minimum Minimum
Internal Thickness Internal Three-Edge-Bearing
Working
B
Designated of Wall, Hydrostatic Load, lbf/linear ft
Pressure,
Diameter, in. T, in. ft Test Pressure,
psi
7
6 ⁄8 30 50 1300
8 1 30 50 1350
1
10 1 ⁄8 30 50 1400
1
12 1 ⁄4 25 45 1500
3
14 1 ⁄8 25 45 1600
1
15 1 ⁄2 25 45 1650
1
16 1 ⁄2 25 45 1700
3
18 1 ⁄4 25 45 1800
20 2 25 40 1850
1
21 2 ⁄8 25 40 1900
1
24 2 ⁄4 25 40 2000
A
For hydrostatic test requirements, refer to 10.5.
B
Higher working pressures are not prohibited up to a maximum of 40 ft for 6
through 8-in. diameters, 35 ft for 10 through 12-in. diameters, and 30 ft for 14-in.
th
...
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