ASTM C506M-12a
(Specification)Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
ABSTRACT
This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. The pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
SCOPE
1.1 This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts.
1.2 This specification is the SI companion to Specification C506. Note 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site.
General Information
Relations
Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
Designation: C506M −12a
Standard Specification for
Reinforced Concrete Arch Culvert, Storm Drain, and Sewer
1
Pipe (Metric)
This standard is issued under the fixed designation C506M; 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 Department of Defense.
1. Scope C494/C494M Specification for Chemical Admixtures for
Concrete
1.1 This specification covers reinforced arch-shaped con-
C497M Test Methods for Concrete Pipe, Manhole Sections,
crete pipe to be used for the conveyance of sewage, industrial
or Tile [Metric]
wastes, storm water, and for the construction of culverts.
C595 Specification for Blended Hydraulic Cements
1.2 This specification is the SI companion to Specification
C618 Specification for Coal Fly Ash and Raw or Calcined
C506.
Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only, and does not include requirements for bedding, backfill, or the
Products
relationship between field load condition and the strength classification of
C989 Specification for Slag Cement for Use in Concrete and
pipe. However, experience has shown that the successful performance of
Mortars
this product depends upon the proper selection of the class of pipe, type
C1017/C1017M Specification for Chemical Admixtures for
of bedding and backfill, and care that the installation conforms to the
Use in Producing Flowing Concrete
construction specifications. The owner of the reinforced concrete pipe
specified herein is cautioned that he must correlate the field requirements
C1116 Specification for Fiber-Reinforced Concrete and
with the class of pipe specified and provide inspection at the construction
Shotcrete
site.
3. Terminology
2. Referenced Documents
3.1 Definitions—For definitions of terms relating to con-
2
2.1 ASTM Standards:
crete pipe, see Terminology C822.
A36/A36M Specification for Carbon Structural Steel
4. Classification
A615/A615M SpecificationforDeformedandPlainCarbon-
Steel Bars for Concrete Reinforcement
4.1 Pipe manufactured according to this specification shall
A706/A706M Specification for Low-Alloy Steel Deformed
beofthreeclassesidentifiedasClassA-II,A-III,andA-IV.The
and Plain Bars for Concrete Reinforcement
strength requirements are prescribed in Table 1.
A1064/A1064M Specification for Steel Wire and Welded
5. Basis of Acceptance
Wire Reinforcement, Plain and Deformed, for Concrete
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement or before placing an order, there are two separate and alterna-
tive bases of acceptance. Independent of the method of
C260 Specification for Air-Entraining Admixtures for Con-
crete acceptance, the pipe shall be designed to meet both the 0.01-in.
crack and ultimate strength requirements.
C309 Specification for Liquid Membrane-Forming Com-
pounds for Curing Concrete 5.1.1 Acceptance on Basis of Plant Load Bearing Tests,
Material Tests, and Inspection of Manufactured Pipe for Visual
Defects and Imperfections—Acceptability of the pipe in all
1
This specification is under the jurisdiction of ASTM Committee C13 on
diameters and classes produced in accordance with 7.1 or 7.2
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
shall be determined by the results of the three-edge-bearing
Reinforced Sewer and Culvert Pipe.
tests as defined in 11.3.1; by such material tests as are required
Current edition approved Sept. 15, 2012. Published October 2012. Originally
in accordance with 6.2, 6.3, 6.5, and 6.6, by an absorption test
approved in 1980. Last previous edition approved in 2012 as C506M – 12. DOI:
10.1520/C0506M-12A.
of the concrete from the wall of the pipe as required in 11.9;
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
and by visual inspection of the finished pipe to determine its
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
conformance with the accepted design and its freedom from
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. defects.
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
C506M − 12a
A
TABLE 1 Strength Requirements
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