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ASTM C139-23

(Specification)

Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes

Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes

ABSTRACT
This specification covers solid precast segmental concrete masonry units made from hydraulic cement, water, and suitable mineral aggregates, with or without the inclusion of other materials. The units are intended for use in the construction of catch basins and manholes. All units shall be sound and free of cracks or other defects that interfere with the proper placing of the unit.
SCOPE
1.1 This specification covers solid precast segmental concrete masonry units made from hydraulic cement, water, and suitable mineral aggregates, with or without the inclusion of other materials. The units are intended for use in the construction of catch basins and manholes.  
1.2 The text of this standard referenced notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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.

General Information

Status
Published
Publication Date
30-Nov-2023
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C15 - Manufactured Masonry Units
Drafting Committee
C15.03 - Concrete Masonry Units and Related Units
Current Stage
Ref Project

Relations

Replaces
ASTM C139-22 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
Effective Date
01-Dec-2023
Refers
ASTM C1232-23 - Standard Terminology for Masonry
Effective Date
15-Dec-2023
Refers
ASTM C140/C140M-23a - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
Effective Date
01-Dec-2023
Refers
ASTM C140/C140M-23 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
Effective Date
01-Jun-2023
Refers
ASTM C1232-21a - Standard Terminology for Masonry
Effective Date
01-Dec-2021

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ASTM C139-23 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and ManholesASTM C139-23 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
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REDLINE ASTM C139-23 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and ManholesREDLINE ASTM C139-23 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
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REDLINE ASTM C139-23 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
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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: C139 − 23
Standard Specification for
Concrete Masonry Units for Construction of Catch Basins
1
and Manholes
This standard is issued under the fixed designation C139; 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* C618 Specification for Coal Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
1.1 This specification covers solid precast segmental con-
C979/C979M Specification for Pigments for Integrally Col-
crete masonry units made from hydraulic cement, water, and
ored Concrete
suitable mineral aggregates, with or without the inclusion of
C989/C989M Specification for Slag Cement for Use in
other materials. The units are intended for use in the construc-
Concrete and Mortars
tion of catch basins and manholes.
C1157/C1157M Performance Specification for Hydraulic
1.2 The text of this standard referenced notes and footnotes
Cement
that provide explanatory material. These notes and footnotes
C1232 Terminology for Masonry
(excluding those in tables and figures) shall not be considered
C1240 Specification for Silica Fume Used in Cementitious
as requirements of the standard.
Mixtures
1.3 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical 3. Terminology
conversions to SI units that are provided for information only
3.1 Terminology defined in Terminology C1232 shall apply
and are not considered standard.
for this specification.
1.4 This international standard was developed in accor-
dance with internationally recognized principles on standard-
4. Materials
ization established in the Decision on Principles for the
4.1 Cementitious Materials—Cementitious materials shall
Development of International Standards, Guides and Recom-
conform to the following applicable specifications:
mendations issued by the World Trade Organization Technical
4.1.1 Portland Cement—Specification C150/C150M.
Barriers to Trade (TBT) Committee.
4.1.2 Modified Portland Cement—Portland cement con-
forming to Specification C150/C150M, modified as follows:
2. Referenced Documents
(1) Limestone—If calcium carbonate is added to the
2
2.1 ASTM Standards:
cement, the CaCO content shall not be less than 85%.
3
C33/C33M Specification for Concrete Aggregates
(2) Limitation on Insoluble Residue—1.5 %.
C140/C140M Test Methods for Sampling and Testing Con-
(3) Limitation on Air Content of Mortar—Volume percent,
crete Masonry Units and Related Units
22 % max.
C150/C150M Specification for Portland Cement
(4) Limitation on Loss on Ignition—7 %.
C207 Specification for Hydrated Lime for Masonry Pur-
4.1.3 Blended Hydraulic Cements—Specification C595/
poses
C595M.
C595/C595M Specification for Blended Hydraulic Cements
4.1.4 Hydraulic Cement—Specification C1157/C1157M.
4.1.5 Pozzolans—Specification C618.
4.1.6 Slag Cement—Specification C989/C989M.
1
This specification is under the jurisdiction of ASTM Committee C15 on
4.1.7 Silica Fume—Specification C1240.
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.03 on Concrete Masonry Units and Related Units.
4.2 Aggregates—Aggregates shall conform to Specification
Current edition approved Dec. 1, 2023. Published December 2023. Originally
approved in 1938. Last previous edition approved in 2022 as C139 –22. DOI: C33/C33M, except for grading requirements.
10.1520/C0139-23.
2
NOTE 1—The grading requirements of Specifications C33/C33M may
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
not be suitable for concrete masonry production. Because of this,
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 producers are allowed to modify grading to meet their needs and the
the ASTM website. requirements of this specification.
*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 ----------------------
C139 − 23
4.3 Pigments for Integrally Colored Concrete— 7.3 Except as specified in Section 5, and unless otherwise
Specification C979/C979M. agreed, the expense of inspection and testing shall be borne by
the purchaser.
4.4 Other Constituents—Air-entraining agents, integral wa-
ter repellents, and oth
...

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: C139 − 22 C139 − 23
Standard Specification for
Concrete Masonry Units for Construction of Catch Basins
1
and Manholes
This standard is issued under the fixed designation C139; 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 specification covers solid precast segmental concrete masonry units made from hydraulic cement, water, and suitable
mineral aggregates, with or without the inclusion of other materials. The units are intended for use in the construction of catch
basins and manholes.
1.2 The text of this standard referenced notes and footnotes that provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of the standard.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33/C33M Specification for Concrete Aggregates
C140/C140M Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C150/C150M Specification for Portland Cement
C207 Specification for Hydrated Lime for Masonry Purposes
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C979/C979M Specification for Pigments for Integrally Colored Concrete
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1157/C1157M Performance Specification for Hydraulic Cement
C1232 Terminology for Masonry
C1240 Specification for Silica Fume Used in Cementitious Mixtures
1
This specification is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.03 on
Concrete Masonry Units and Related Units.
Current edition approved Dec. 15, 2022Dec. 1, 2023. Published January 2023December 2023. Originally approved in 1938. Last previous edition approved in 20172022
as C139 –17. DOI: 10.1520/C0139-22.–22. DOI: 10.1520/C0139-23.
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 ----------------------
C139 − 23
3. Terminology
3.1 Terminology defined in Terminology C1232 shall apply for this specification.
4. Materials
4.1 Cementitious Materials—Cementitious materials shall conform to the following ASTMapplicable specifications:
4.1.1 Portland Cement—Specification C150/C150M.
4.1.2 Modified Portland Cement—Portland cement conforming to Specification C150/C150MC150,, modified as follows:
(1) Limestone—If calcium carbonate is added to the cement, the CaCO content shall not be less than 85%.
3
(2) Limitation on Insoluble Residue—1.5 %.
(3) Limitation on Air Content of Mortar—Volume percent, 22 % max.
(4) Limitation on Loss on Ignition—7 %.
4.1.3 Blended Hydraulic Cements—Specification C595/C595M.
4.1.4 Hydraulic Cement—Specification C1157/C1157M.
4.1.5 Pozzolans—Specification C618.
4.1.6 Blast Furnace Slag Cement—Specification C989/C989M.
4.1.7 Silica Fume—Specification C1240.
4.2 Aggregates—Aggregates shall conform to Specification C33/C33M, except for grading requirements.
NOTE 1—The grading requirements of Specifications C33/C33M may not be suitable for concrete masonry production. Because of this, producers are
allowed to modify grading to meet their needs and the requirements of this specification.
4.3 Pigments for Integrally Colored Concrete—Specification C979/C979M.
4.4 Other Constituents—Air-e
...

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ASTM C140/C140M-23a(Test Method)
Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units

SIGNIFICANCE AND USE
4.1 These test methods provide general testing requirements for application to a broad range of concrete products. Those general testing requirements are included in the body of this standard.
Note 2: Consult manufacturer, supplier, product specifications, or other resources for more specific measurement or testing guidelines for those products not addressed with the annex of this standard.  
4.2 These test methods provide specific testing requirements in two distinct sections, the requirements applicable to all units covered by these test methods and those applicable to the specific unit types. The requirements applicable to all units are included in the body of these test methods and those applicable to the specific unit types are included within the annexes.
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1.1 These test methods provide various testing procedures commonly used for evaluating characteristics of concrete masonry units and related concrete units. Methods are provided for sampling, measurement of dimensions, compressive strength, absorption, unit weight (density), moisture content, flexural load, and ballast weight. Not all methods are applicable to all unit types, however.  
1.2 Specific testing and reporting procedures are included in annexes to these test methods for the following specific unit types:    
Annex A1—Concrete masonry units
(Specifications C90, C129)  
Annex A2—Concrete and calcium silicate brick
(Specifications C55, C73, C1634)  
Annex A3—Segmental retaining wall units (Specification C1372)  
Annex A4—Concrete interlocking paving units
(Specification C936/C936M)    
Annex A5—Concrete grid paving units (Specification C1319)  
Annex A6—Concrete roof pavers
(Specification C1491)  
Annex A7—Dry-cast articulating concrete block
(Specification D6684)  
Annex A8—Segmental concrete paving slabs
(Specification C1782/C1782M)  
Annex A9—Concrete ballast block
(Specification C1884)  
1.3 The test procedures included in these test methods are also applicable to other types of units not referenced in these test methods, but specific testing and reporting requirements for those units are not included.  
1.4 These test methods include the following sections:    
Section  
Scope  
1  
Referenced Documents  
2  
Terminology  
3  
Significance and Use  
4  
Sampling  
5  
Measurement of Dimensions  
6  
Compressive Strength  
7  
Absorption  
8  
Calculations  
9  
Report  
10  
Keywords  
11  
Annexes—Test Procedures  
Concrete Masonry Units  
Annex A1  
Concrete and Calcium Silicate Brick  
Annex A2  
Segmental Retaining
Wall Units  
Annex A3  
Concrete Interlocking Paving Units  
Annex A4  
Concrete Grid Paving
Units  
Annex A5  
Concrete Roof Pavers  
Annex A6  
Dry-Cast Articulating
Concrete Block  
Annex A7  
Segmental Concrete Paving Slabs  
Annex A8  
Concrete Ballast Block  
Annex A9  
Worksheet and Test Report for
Concrete Masonry Units  
Appendix X1  
Test Report for Concrete Interlocking
Paving Units  
Appendix X2  
Calculation of Normalized Web Area  
Appendix X3
Note 1: The testing laboratory performing these test methods should be evaluated in accordance with Practice C1093.  
1.5 The text of this test method references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
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ABSTRACT
This specification covers solid, dry-cast, concrete building brick intended for interior and exterior use in constructing structural masonry, and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials. Materials to be used in the manufacture of brick include Portland cement, limestone, hydraulic cement, pozzolan, blast furnace slag cement, aggregates, and other constituents like air-entraining agents, coloring pigments, integral water repellents, and finely ground silica. All units shall be sound and free of cracks or other defects that interfere with the proper placement of the units or significantly impair the strength or permanence of the construction.
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Note 1: Specification C1634 addresses concrete facing brick used in facing applications and other exposures (previously referred to in earlier editions of this standard as Grade N—for use as architectural veneer and facing units in exterior walls and for use where high-strength and resistance to moisture penetration and severe frost action are desired). This specification differs from C1634 in that it addresses properties for concrete building brick used in non-facing, utilitarian applications (previously referred to in earlier editions of this specification as Grade S—for general use where moderate strength and resistance to frost action and moisture penetration are required).  
1.2 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
Note 2: Concrete building brick covered by this specification are made from lightweight or normal weight aggregates, or both.
Note 3: When particular features are desired, such as density classification, high compressive strength, surface textures for appearance or bond, finish, color, fire resistance, insulation, acoustical properties, or other special features, such properties should be specified separately by the purchaser. Suppliers should be consulted as to the availability of concrete building brick having the desired features.  
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ABSTRACT
This specification covers concrete masonry lintels (beams) that are solid in cross-section, are reinforced for flexure, and are made from hydraulic cement, water, and mineral aggregates with or without the inclusion of other materials. These lintels are suitable for both loadbearing and nonloadbearing applications. Compression and absorption tests shall be performed to meet the specified requirements.
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1.2 Lintels are manufactured using a no-slump concrete mix to provide a surface texture similar to that of concrete masonry. This specification applies to both machine-made and hand-tamped concrete masonry lintels intended for use in concrete masonry applications.  
1.3 Concrete masonry lintels covered by this specification are made from lightweight or normal weight aggregates, or both.  
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SCOPE
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ABSTRACT
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Standard Specification for Concrete Grid Paving Units

ABSTRACT
This specification covers the requirements for concrete grid paving units proposed for use in vehicular trafficways, parking areas, soil stabilization, and revetments. Materials shall possess adequate durability for the intended use.
SCOPE
1.1 This specification covers the requirements for concrete grid paving units for vehicular trafficways, parking areas, soil stabilization, and revetments.
Note 1: When particular features are desired, such as weight classification, higher compressive strength, surface texture, finish, color, or other special features, such properties should be specified separately by the purchaser. However, local sellers should be consulted as to availability of units having the desired features.  
1.2 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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 C1634-23a(Specification)
Standard Specification for Concrete Facing Brick and Other Concrete Masonry Facing Units

ABSTRACT
This specification covers solid, dry-cast, concrete facing brick intended for interior and exterior use in constructing structural and facing masonry components and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials. Concrete facing bricks shall be grouped into density classifications as either lightweight, medium weight, or normal weight. Specimens shall be sampled, tested, and conform accordingly to the specified physical requirements (oven-dry density, maximum water absorption, and minimum net area compressive strength) suitable for their density classification.
SCOPE
1.1 This specification covers solid, dry-cast, concrete facing brick and other solid concrete masonry facing units intended for interior and exterior use in constructing structural and facing masonry components and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials.
Note 1: Specification C55 addresses concrete building brick used in non-facing, utilitarian applications (previously referred to in earlier editions of Specification C55 as Grade S—for general use where moderate strength and resistance to frost action and moisture penetration are required). This specification differs from Specification C55 in that it includes expanded consideration for properties of concrete units used in facing applications and other exposures (previously referred to in earlier editions of Specification C55 as Grade N—for use as architectural veneer and facing units in exterior walls and for use where high strength and resistance to moisture penetration and severe frost action are desired).  
1.2 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
Note 2: Concrete facing brick and other solid concrete masonry facing units covered by this specification are made from lightweight or normal weight aggregates, or both.
Note 3: When particular features are desired, such as density classification, high compressive strength, surface textures for appearance or bond, finish, color, fire resistance, insulation, acoustical properties, or other special features, such properties should be specified separately by the purchaser. Suppliers should be consulted as to the availability of concrete facing brick and other concrete masonry facing units having the desired features.  
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 C426-23(Test Method)
Standard Test Method for Linear Drying Shrinkage of Concrete Masonry Units

SIGNIFICANCE AND USE
4.1 This test method is intended to evaluate the drying shrinkage characteristics of a given unit. The results of this laboratory method are considered in determining concrete masonry crack control provisions.  
Note 1: The testing laboratory performing this test method should be evaluated in accordance with Practice C1093.
SCOPE
1.1 This test method covers a routine standardized procedure for determining the linear drying shrinkage of concrete masonry units or related concrete units under specified accelerated drying conditions.  
1.2 The text of this test method references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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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ASTM
ASTM C1691-21(Specification)
Standard Specification for Unreinforced Autoclaved Aerated Concrete (AAC) Masonry Units

ABSTRACT
This specification addresses the dimensional tolerances, maximum limits for drying shrinkage, and shipping and handling requirements for solid unreinforced masonry units manufactured from autoclaved aerated concrete (AAC). The masonry units shall be composed entirely of AAC material and classified according to their strength class. The units shall conform to compressive strength, dry bulk density, and drying shrinkage requirements, which shall be determined in accordance with referenced ASTM documents.
SCOPE
1.1 This specification covers solid, unreinforced masonry units manufactured from autoclaved aerated concrete (AAC), a cementitious product. This specification addresses dimensional tolerances, maximum limits for drying shrinkage, and shipping and handling.  
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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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