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ASTM C118/C118M-24

(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 The values stated in either imperial or metric units are to be regarded separately as standard. Within the text the metric units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values may result in nonconformance with the 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.

General Information

Status
Published
Publication Date
31-Dec-2023
ICS
23.040.05 - Pipeline and its parts for external sewage systems
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ASTM C118M-19 - Standard Specification for Concrete Pipe for Irrigation or Drainage (Metric) (Withdrawn 2024)
Effective Date
17-Jan-2024
Replaces
ASTM C118-19 - Standard Specification for Concrete Pipe for Irrigation or Drainage
Effective Date
01-Jan-2024

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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: C118/C118M − 24
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage
This standard is issued under the fixed designation C118/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 C497M Test Methods for Concrete Pipe, Concrete Box
Sections, Manhole Sections, or Tile (Metric)
1.1 This specification covers nonreinforced concrete pipe to
C595/C595M Specification for Blended Hydraulic Cements
be used for the conveyance of irrigation water with working
C618 Specification for Coal Ash and Raw or Calcined
pressures, including hydraulic transients, as shown in Table 1
Natural Pozzolan for Use in Concrete
and for use in drainage.
C822 Terminology Relating to Concrete Pipe and Related
1.2 The values stated in either imperial or metric units are to
Products
be regarded separately as standard. Within the text the metric
C989/C989M Specification for Slag Cement for Use in
units are shown in brackets. The values stated in each system
Concrete and Mortars
are not exact equivalents; therefore, each system must be used
C1017/C1017M Specification for Chemical Admixtures for
independently of the other. Combining values may result in 3
Use in Producing Flowing Concrete (Withdrawn 2022)
nonconformance with the specification.
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the
NOTE 1—This specification is for manufacturing and purchase only and
does not include requirements for bedding, backfill, installation, or field Production of Hydraulic Cement Concrete
repairs. The owner is cautioned that he must correlate field conditions with
the characteristics of the pipe specified and provide inspection during
3. Terminology
installation.
3.1 Definitions—For definitions of terms relating to concrete
1.3 This international standard was developed in accor-
pipe, see Terminology C822.
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
4. Classification
Development of International Standards, Guides and Recom-
4.1 Pipe manufactured according to this specification shall
mendations issued by the World Trade Organization Technical
be known as “ASTM Standard Concrete Irrigation Pipe,”
Barriers to Trade (TBT) Committee.
“ASTM Standard Concrete Drainage Pipe,” or “ASTM Heavy-
Duty Concrete Drainage Pipe.”
2. Referenced Documents
2
2.1 ASTM Standards:
5. Basis of Acceptance
C33/C33M Specification for Concrete Aggregates
5.1 The acceptability of the pipe shall be determined by the
C150/C150M Specification for Portland Cement
results of the tests prescribed in this specification, if and when
C260/C260M Specification for Air-Entraining Admixtures
required and by inspection to determine whether the pipe
for Concrete
conforms to this specification as to design and freedom from
C494/C494M Specification for Chemical Admixtures for
defects.
Concrete
C497 Test Methods for Concrete Pipe, Concrete Box
6. Materials
Sections, Manhole Sections, or Tile
6.1 Concrete—The concrete shall consist of cementitious
materials, mineral aggregates, admixture, if used, and water.
6.2 Cementitious Materials:
1
This specification is under the jurisdiction of ASTM Committee C13 on
6.2.1 Cement—Cement shall conform to the requirements
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe.
for portland cement of Specification C150/C150M or shall be
Current edition approved Jan. 1, 2024. Published January 2024. Originally
portland blast-furnace slag cement, portland-limestone cement,
approved in 1935. Last previous edition approved in 2019 as C118 – 19. DOI:
or portland-pozzolan cement conforming to the requirements
10.1520/C0118_C0118M-24.
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
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C118/C118M − 24
TABLE 1 Standard Dimensions, Working Pressure, and Test
pipe as a nonstructural manufacturing material. Synthetic fibers
A
Requirements for Standa
...

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 − 19 C118/C118M − 24
Standard Specification for
1
Concrete Pipe for Irrigation or Drainage
This standard is issued under the fixed designation C118;C118/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 A complete SI companion to SpecificationThe values stated in either imperial or metric units are to be C118 has been
developed—regarded separately as standard.C118M; therefore, no SI equivalents are presented in this specification. Within the text
the metric units are shown in brackets. The
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.values stated in each system are not exact equivalents; therefore, each system must be used independently of the other.
Combining values may result in nonconformance with the 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
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 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
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 July 15, 2019Jan. 1, 2024. Published July 2019January 2024. Originally approved in 1935. Last previous edition approved in 20152019 as
C118 – 15.C118 – 19. DOI: 10.1520/C0118-19.10.1520/C0118_C0118M-24.
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/C118M − 24
TABLE 1 Standard Dimensions, Working Pressure, and Test
A
Requirements for Standard Concrete Irrigation Pipe
Minimum Minimum
Internal Thickness
Internal Three-Edge-Bearing
Working
Designated of Wall,
B
Hydrostatic Load, lbf/linear ft
Pressure,
Diameter, in. T, in.
ft [kPa] Test Pressure, [kN/linear m]
[mm] [mm]
psi [kPa]
7
6 [150] ⁄8 [22] 30 [90] 50 [345] 1300 [19.0]
8 [200] 1 [25] 30 [90] 50 [345] 1350 [19.5]
1
10 [250] 1 ⁄8 [29] 30 [90] 50 [345] 1400 [20.5]
1
12 [300] 1 ⁄4 [32] 25 [75] 45 [310] 1500 [22.0]
3
14 [350] 1 ⁄8 [35] 25 [75] 45 [310] 1600 [23.5]
1
15 [375] 1 ⁄2 [38] 25 [75] 45 [310] 1650 [24.0]
1
16 [400] 1 ⁄2 [38] 25 [75] 45 [310] 1700 [25.0]
3
18 [450] 1 ⁄4 [44] 25 [75] 45 [310] 1800 [26.5]
20 [500] 2 [50] 25 [75] 40 [275] 1850 [27.0]
1
21 [525] 2 ⁄8 [54] 25 [75]
...

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ASTM
ASTM D2921-98(2024)(Test Method)
Standard Test Method for Qualitative Tests for the Presence of Water Repellents and Preservatives in Wood Products

SIGNIFICANCE AND USE
3.1 Although chlorinated phenol-treated wood has become less common due to environmental concerns, repellent-treated wood is commonly specified in construction. This test method provides a means to verify the presence of a significant level of water repellent protection.
SCOPE
1.1 This test method covers simple qualitative field or laboratory tests to determine water repellency or the presence of chlorinated phenol2 preservative chemicals in wood products that are specified to be water repellent preservative treated.  
1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are for information only.  
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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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ASTM
ASTM D1240-24(Test Method)
Standard Test Methods for Rosin Acids Content of Pine Chemicals, Including Rosin, Tall Oil, and Related Products

SIGNIFICANCE AND USE
4.1 This is a revision of the method for measuring rosin acids content combines the three major ways of determining the rosin acids content of pine chemicals products into a single method.  
4.1.1 For materials containing less than 15 % rosin, the modified Glidden procedure has gained acceptance. For materials containing more than 15 % rosin the modified Wolfe Method is preferred. The modified Wolfe and modified Glidden procedures differ only in their details. They have been combined here into a single procedure. This procedure can be run using either a potentiometer or an internal indicator to determine the end point of the titration. Use of a potentiometer is preferred and is the referee method. Use of an internal indicator is the principal alternative method. They will be referred to as the Potentiometric Method and the Internal Indicator Method.
SCOPE
1.1 These test methods cover the determination of rosin acids in tall oil, tall oil fatty acid, tall oil rosin, and other pine chemicals products.  
1.2 These test methods may not be applicable to adducts or derivatives of rosin, fatty acid, or other pine chemicals products.  
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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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    5 pages
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ASTM
ASTM E1135-19(2024)(Test Method)
Standard Test Method for Comparing the Brightness of Fluorescent Penetrants

SIGNIFICANCE AND USE
5.1 The principle use of this procedure is for the comparison of the brightness between batches of fluorescent penetrants compared to a specified standard, as a batch quality control test.  
5.2 The procedure is also utilized in monitoring the brightness of an in-use penetrant against the brightness of the unused sample of the same material.  
5.3 The significance of the results are not absolute values but rather relative comparisons at a point in time, by a particular laboratory or operator on the specified fluorometer.
SCOPE
1.1 This test method describes the techniques for comparing the brightness of the penetrants used in the fluorescent dye penetrant process. This comparison is performed under controlled conditions that eliminate most of the variables present in actual penetrant examination. Thus, the brightness factor is isolated and is measured independently of the other factors which affect the performance of a penetrant system.  
1.2 The brightness of a penetrant indication is affected by the developer with which it is used. This test method, however, measures the brightness of a penetrant on a convenient filter paper substrate which serves as a substitute for the developer.  
1.3 The brightness measurement obtained is color-corrected to approximate the color response of the average human eye. Since most examinations are done by human eyes, this number has more practical value than a measurement in units of energy emitted. Also, the comparisons are expressed as a percentage of some chosen standard penetrant because no absolute system of measurement exists at this time.  
1.4 The measurements made by this standard compare the brightness of a candidate penetrant to that of a standard penetrant when tested according to the technique. There is no known correlation between the results obtained and the brightness of actual flaw indications obtained using the penetrant in inspection.  
1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 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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    3 pages
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