ASTM C118M-19
(Specification)Standard Specification for Concrete Pipe for Irrigation or Drainage (Metric) (Withdrawn 2024)
Standard Specification for Concrete Pipe for Irrigation or Drainage (Metric) (Withdrawn 2024)
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 This specification is the SI counterpart of Specification C118.
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.
WITHDRAWN RATIONALE
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.
Formerly under the jurisdiction of Committee C13 on Concrete Pipe, this specification was withdrawn in January 2024 and combined with the imperial units version of this standard (C118/C118M).1
General Information
Relations
Buy Standard
Standards Content (Sample)
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:C118M −19
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage (Metric)
This standard is issued under the fixed designation C118M; 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* C989/C989M Specification for Slag Cement for Use in
Concrete and Mortars
1.1 This specification covers nonreinforced concrete pipe to
C1017/C1017M Specification for Chemical Admixtures for
be used for the conveyance of irrigation water with working
Use in Producing Flowing Concrete
pressures, including hydraulic transients, as shown in Table 1
C1116/C1116M Specification for Fiber-Reinforced Concrete
and for use in drainage.
C1602/C1602M Specification for Mixing Water Used in the
1.2 This specification is the SI counterpart of Specification
Production of Hydraulic Cement Concrete
C118.
3. Terminology
NOTE 1—This specification is for manufacturing and purchase only and
does not include requirements for bedding, backfill, installation, or field
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
repairs.Theowneriscautionedthathemustcorrelatefieldconditionswith
pipe, see Terminology C822.
the characteristics of the pipe specified and provide inspection during
installation.
4. Classification
1.3 This international standard was developed in accor-
4.1 Pipe manufactured according to this specification shall
dance with internationally recognized principles on standard-
be known as “ASTM Standard Concrete Irrigation Pipe,”
ization established in the Decision on Principles for the
“ASTM Standard Concrete Drainage Pipe,” or “ASTM Heavy-
Development of International Standards, Guides and Recom-
Duty Concrete Drainage Pipe.”
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
5. Basis of Acceptance
2. Referenced Documents
5.1 The acceptability of the pipe shall be determined by the
2
2.1 ASTM Standards: results of the tests prescribed in this specification, if and when
C33/C33M Specification for Concrete Aggregates required and by inspection to determine whether the pipe
C150/C150M Specification for Portland Cement conforms to this specification as to design and freedom from
C260/C260M Specification for Air-Entraining Admixtures defects.
for Concrete
6. Materials
C494/C494M Specification for Chemical Admixtures for
Concrete
6.1 Concrete—The concrete shall consist of cementitious
C497M Test Methods for Concrete Pipe, Concrete Box
materials, mineral aggregates, admixtures, if used, and water.
Sections, Manhole Sections, or Tile (Metric)
6.2 Cementitious Materials:
C595/C595M Specification for Blended Hydraulic Cements
6.2.1 Cement—Cement shall conform to the requirements
C618 Specification for Coal Fly Ash and Raw or Calcined
for portland cement of Specification C150/C150M or shall be
Natural Pozzolan for Use in Concrete
portland blast-furnace slag cement, portland-limestone cement,
C822 Terminology Relating to Concrete Pipe and Related
or portland-pozzolan cement conforming to the requirements
Products
of Specification C595/C595M, except that the pozzolan con-
stituent in the Type IP portland-pozzolan cement shall be fly
1
This specification is under the jurisdiction of ASTM Committee C13 on
ash.
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
6.2.2 Fly Ash—Fly ash shall conform to the requirements of
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
Specification C618, Class F or Class C.
Current edition approved July 15, 2019. Published July 2019. Originally
6.2.3 Slag Cement—Slag cement shall conform to the re-
approved in 1980. Last previous edition approved in 2015 as C118M – 15. DOI:
10.1520/C0118M-19.
quirementsofGrade100or120ofSpecificationC989/C989M.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
6.2.4 Allowable Combinations of Cementitious Materials—
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Thecombinationofcementitiousmaterialsusedintheconcrete
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shall be one of the following:
*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 ----------------------
C118M−19
TABLE 1 Standard Dimensions, Working Pressure, and Test
7. Design
A
Requirements for Standard Concrete Irrigatio
...
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: C118M − 15 C118M − 19
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage (Metric)
This standard is issued under the fixed designation C118M; 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 This specification is the SI counterpart of Specification C118.
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
C497M Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile (Metric)
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 1980. Last previous edition approved in 20112015 as
C118M – 11.C118M – 15. DOI: 10.1520/C0118M-15.10.1520/C0118M-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 ----------------------
C118M − 19
TABLE 1 Standard Dimensions, Working Pressure, and Test
A
Requirements for Standard Concrete Irrigation Pipe
Minimum
Minimum
Internal Thickness Internal
Working
Three-Edge-
B
Designated of Wall, Hydrostatic
Pressure,
Bearing Load,
Diameter, mm T, mm kPa Test Pressure,
kN/linear m
kPa
150 22 90 345 19.0
200 25 90 345 19.5
250 29 90 345 20.5
300 32 75 310 22.0
350 35 75 310 23.5
375 38 75 310 24.0
400 38 75 310 25.0
450 44 75 310 26.5
500 50 75 275 27.0
525 54 75 275 27.5
600 57 75 275 29.0
A
For hydrostatic test requirements, refer to 10.5.
B
Higher working pressures are not prohibited up to a maximum of 120 kPa for 150
through 200-mm diameters, 105 kPa for 250 through 300-mm diameters, and 90
kPa for 350 through 600-mm diameters. In these cases, the strengt
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.