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ASTM C139-01

(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

Replaces
ASTM C139-99 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
Effective Date
10-Aug-2001
Replaced By
ASTM C139-03 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
Effective Date
10-Jun-2003
Referred By
ASTM C1232-21a - Standard Terminology for Masonry
Effective Date
10-Aug-2001

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ASTM C139-01 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and ManholesASTM C139-01 - Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes
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ASTM C139-01 - 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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 139 – 01
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.
the construction of catch basins and manholes. 4.1.3 Hydraulic Cement—Specification C 1157.
1.2 The text of this standard referenced notes and footnotes 4.1.4 Ground Blast-Furnace Slag—Specification C 989.
which provide explanatory material. These notes and footnotes 4.1.5 Hydrated Lime— Type S of Specification C 207.
(excluding those in tables and figures) shall not be considered 4.1.6 Fly Ash—Specification C 618.
as requirements of the standard. 4.1.7 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
4
C 1157 Performance Specification for Hydraulic Cement shall conform to the requirements prescribed in Table 1.
C 1209 Terminology of Concrete Masonry Units and Re-
3 6. Dimensions and Permissible Variations
lated Units
3
C 1232 Terminology of Masonry 6.1 The thickness of any unit shall be not less than 5 in. (127
mm).
3. Terminology
6.2 Overall dimensions shall not vary by more than 63%
3.1 Terminology defined in Terminology C 1209 and Ter- from the specified dimensions.
minology C 1232 shall apply for this specification.
7. Sampling and Testing
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 C15 on
place of manufacture from the lots ready for delivery. At least
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.03 on Concrete Masonry Units and Related Units. ten days should be allowed for completion of the tests.
Current edition approved Aug. 10, 2001. Published October 2001. Originally
7.2 Units shall be sampled and tested in accordance with
published as C 139 – 38 T. Last previous edition C 139 – 99.
Test Methods C 140.
2
Annual Book of ASTM Standards, Vol 04.02.
3
7.3 Except as specified in Section 8, and unless otherwise
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.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
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
...

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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.  
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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.
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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.
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