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ASTM C139-99

(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

SCOPE
1.1 This specification covers solid precast segmental concrete masonry units made from a mixture of portland 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 which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

General Information

Status
Historical
Publication Date
09-Aug-2001
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

Replaced By
ASTM C139-01 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
Effective Date
10-Aug-2001
Referred By
ASTM C1232-21a - Standard Terminology for Masonry
Effective Date
10-Aug-2001

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ASTM C139-99 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and ManholesASTM C139-99 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
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ASTM C139-99 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 139 – 99
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
Concrete Masonry Units for Construction of Catch Basins
1
and Manholes
This standard is issued under the fixed designation C 139; 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 (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope * 4. Materials
1.1 This specification covers solid precast segmental con- 4.1 Cementitious materials shall conform to the following
crete masonry units made from a mixture of portland cement, ASTM specifications:
water, and suitable mineral aggregates, with or without the 4.1.1 Portland Cement— Specification C 150.
inclusion of other materials. The units are intended for use in 4.1.2 Blended Hydraulic Cements—Specification C 595 or
the construction of catch basins and manholes. Performance Specification C 1157.
1.2 The text of this standard referenced notes and footnotes 4.1.3 Ground Blast-Furnace Slag—Specification C 989.
which provide explanatory material. These notes and footnotes 4.1.4 Hydrated Lime— Type S of Specification C 207.
(excluding those in tables and figures) shall not be considered 4.1.5 Fly Ash—Specification C 618.
as requirements of the standard. 4.1.6 Siliceous and Pozzolanic Materials—Siliceous and
pozzolanic materials shall conform to applicable ASTM stan-
2. Referenced Documents
dards, or shall be shown by test or experience to be not
2.1 ASTM Standards:
detrimental to the durability of the concrete.
2
C 33 Specification for Concrete Aggregates 4.2 Aggregates—Aggregates shall conform to Specification
C 140 Test Methods for Sampling and Testing Concrete
C 33, except grading requirements shall not apply.
3
Masonry Units and Related Units 4.3 Other Constituents—Air-entraining agents, coloring
4
C 150 Specification for Portland Cement
pigments, integral water repellents, finely ground silica, and
C 207 Specification for Hydrated Lime for Masonry Pur- other constituents shall be previously established as suitable for
4
poses
use in concrete masonry units and shall conform to applicable
4
C 595 Specification for Blended Hydraulic Cements ASTM standards or shall be shown by test or experience not to
C 618 Specification for Coal Fly Ash and Raw or Calcined
be detrimental to the durability of the concrete masonry units
Natural Pozzolan for Use as a Mineral Admixture in or any material customarily used in masonry construction.
2
Concrete
5. Physical Requirements
C 989 Specification for Ground Granulated Blast-Furnace
2
Slag for Use in Concrete and Mortars 5.1 At the time of delivery to the site of the work, the units
C 1157 Performance Specification for Blended Hydraulic shall conform to the requirements prescribed in Table 1.
4
Cement
6. Dimensions and Permissible Variations
C 1209 Terminology of Concrete Masonry Units and Re-
3
6.1 The thickness of any unit shall be not less than 5 in. (127
lated Units
3
C 1232 Terminology of Masonry mm).
6.2 Overall dimensions shall not vary by more than 63%
3. Terminology
from the specified dimensions.
3.1 Terminology defined in Terminology C 1209 and Ter-
7. Sampling and Testing
minology C 1232 shall apply for this specification.
7.1 The purchaser or his authorized representative shall be
accorded proper facilities to inspect and sample the units at the
1
This specification is under the jurisdiction of ASTM Committee C-15 on place of manufacture from the lots ready for delivery. At least
Manufactured Masonry Units and is the direct responsibility of Subcommittee
ten days should be allowed for completion of the tests.
C15.03 on Concrete Masonry Units and Related Units.
7.2 Units shall be sampled and tested in accordance with
Current edition approved Jan. 10, 1999. Published June 1999. Originally
Test Methods C 140.
published as C 139 – 38 T. Last previous edition C 139 – 97.
2
Annual Book of ASTM Standards, Vol 04.02.
7.3 Except as specified in Section 8, and unless otherwise
3
Annual Book of ASTM Standards, Vol 04.05.
4
Annual Book of ASTM Standards, Vol 04.01.
*A Summary of Changes section appears at the end of this standard.
1

---------------------- Page: 1 ----------------------
C 139
TABLE 1 Strength and Absorption Requirements
similar configuration and dimension and tested at the expense
Compressive Strength, min, psi (MPa) Water Absorption, of the manufacturer. If the second sample meets the specified
3 3
(Average Gross Area) max, lb/ft (kg/m )
requirements, the remaining portion of the shipm
...

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4.1 This practice provides for using an unbonded capping system in testing hardened concrete cylinders made in accordance with Practices C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M in lieu of the capping systems described in Practice C617/C617M.  
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1.1 This practice covers requirements for a capping system using unbonded caps for testing concrete cylinders molded in accordance with Practice C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M. Unbonded neoprene caps of a defined hardness are permitted to be used for testing for a specified maximum number of reuses without qualification testing up to a certain concrete compressive strength level. Above that strength, level neoprene caps will require qualification testing. Qualification testing is required for all elastomeric materials other than neoprene regardless of the concrete strength.  
1.2 Unbonded caps are not to be used for acceptance testing of concrete with compressive strength below 10 MPa [1500 psi ] or above 80 MPa [12 000 psi].  
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1.4 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. Combining values from the two systems may result in non-conformance with the standard.  
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. (Warning—Concrete specimens tested with unbonded caps rupture more violently than comparable specimens tested with bonded caps. The safety precautions given in the Manual of Aggregate and Concrete Testing are recommended.2)  
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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ASTM C873/C873M-23(Test Method)
Standard Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds

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This test method covers the determination of strength of cylindrical concrete specimens that have been molded in place using special molds attached to formwork. A concrete cylinder mold assembly consisting of a mold and a tubular support member is fastened within the concrete formwork prior to placement of the concrete. The elevation of the mold upper edge is adjusted to correspond to the plane of the finished slab surface. The mold support prevents direct contact of the slab concrete with the outside of the mold and permits its easy removal from the hardened concrete. Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection. Consolidation of concrete in the mold may be varied to simulate the conditions of placement. Internal vibration of concrete in the mold is prohibited except under special circumstances.
SIGNIFICANCE AND USE
4.1 Cast-in-place cylinder strength relates to the strength of concrete in the structure due to the similarity of curing conditions because the cylinder is cured within the slab. However, due to differences in moisture condition, degree of consolidation, specimen size, and length-diameter ratio, there is not a unique relationship between the strength of cast-in-place cylinders and cores of the same age. When cores can be drilled undamaged and tested in the same moisture condition as the cast-in-place cylinders, the strength of the cylinders can be expected to be on average 10 % higher than the cores at ages up to 91 days for specimens of the same size and length-diameter ratio.4  
4.2 Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection.
SCOPE
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