ASTM C507M-02
(Specification)Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe [Metric]
Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe [Metric]
SCOPE
1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, and storm water, and for the construction of culverts.
1.2 Pipe designed for placement with the major axis horizontal shall be designated as "Horizontal Elliptical Pipe." Pipe designed for placement with the major axis vertical shall be designated as "Vertical Elliptical Pipe."
1.3 A complete metric companion to this specification has been developed-C 507M; therefore, no metric equivalents are presented in this specification.
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.
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Designation: C 507M – 02
METRIC
Standard Specification for
Reinforced Concrete Elliptical Culvert, Storm Drain, and
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Sewer Pipe [Metric]
This standard is issued under the fixed designation C 507M; 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.
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1. Scope formed, for Concrete Reinforcement
A 615/A 615M Specification for Deformed and Plain
1.1 This specification covers reinforced elliptically shaped
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Billet-Steel Bars for Concrete Reinforcement [Metric]
concrete pipe to be used for the conveyance of sewage,
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C 33 Specification for Concrete Aggregates
industrial wastes, storm water, and for the construction of
C 39 Test Method for Compressive Strength of Cylindrical
culverts.
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Concrete Specimens
1.2 Pipe designed for placement with the major axis hori-
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C 150 Specification for Portland Cement
zontal shall be designated as “Horizontal Elliptical Pipe.” Pipe
C 309 Specification for Liquid Membrane-Forming Com-
designed for placement with the major axis vertical shall be
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pounds for Curing Concrete
designated as “Vertical Elliptical Pipe.”
C 497M Test Methods for Concrete Pipe, Manhole Sec-
1.3 This specification is the metric counterpart of Specifi-
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tions, or Tile [Metric]
cation C 507.
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C 595 Specification for Blended Hydraulic Cements
NOTE 1—This specification is a manufacturing and purchase specifica-
C 618 Specification for Coal Fly Ash and Raw or Calcined
tion only, and does not include requirements for bedding, backfill, or the
Natural Pozzolan for Use as a Mineral Admixture in
relationship between field load condition and the strength classification of
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Concrete
pipe. However, experience has shown that the successful performance of
C 822 Terminology Relating to Concrete Pipe and Related
this product depends upon the proper selection of the class of pipe, type
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Products
of bedding and backfill, and care that the installation conforms to
construction specifications. The owner of the reinforced concrete pipe
C 1116 Specification for Fiber-Reinforced Concrete and
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specified herein is cautioned that he must correlate the field requirements
Shotcrete
with the class of pipe specified and provide inspection at the construction
site.
3. Terminology
3.1 Definitions—For definitions of terms relating to con-
2. Referenced Documents
crete pipe, see Terminology C 822.
2.1 ASTM Standards:
A 82 Specification for Steel Wire, Plain, for Concrete Re-
4. Classification
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inforcement
4.1 Pipe manufactured according to this specification shall
A 185 Specification for Steel Welded Wire Reinforcement,
be of five classes each for horizontal elliptical and vertical
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Plain, for Concrete
elliptical pipe with identification as follows:
A 496 Specification for Steel Wire, Deformed, for Concrete
Horizontal Elliptical Pipe Vertical Elliptical Pipe
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Reinforcement
Class HE-A Class VE-II
A 497 Specification for Steel Welded Wire Fabric, De- Class HE-I Class VE-III
Class HE-II Class VE-IV
Class HE-III Class VE-V
Class HE-IV Class VE-VI
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This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Reinforced Sewer and Culvert Pipe.
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Current edition approved July 10, 2002. Published August 2002. Originally Annual Book of ASTM Standards, Vol 04.02.
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published as C 507M–80. Last previous edition C 507M–00. Annual Book of ASTM Standards, Vol 04.01.
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Annual Book of ASTM Standards, Vol 01.04. Annual Book of ASTM Standards, Vol 04.05.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C507M–02
4.2 The strength requirements for horizontal elliptical pipe as are required in accordance with 6.1, 6.2, and 6.4; by
are prescribed in Table 1 and for vertical elliptical pipe are absorption tests on selected samples from the wall of the pipe;
prescribed in Table 2.
and by inspection of the finished pipe to determine its
conformance with the design prescribed in this specification
5. Basis of Acceptance
and its freedom from defects.
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
5.1.2 Acceptance on Basis of Material Tests and Inspection
or before, placing an order, two separate and alternative bases
of the Complete Product—Acceptability of the pipe in all sizes
of acceptance shall be permitted as follows:
and classes produced in accordance with 7.1 or 7.2 shall be
5.1.1 Acceptance on Basis of Plant Load Bearing Tests,
determined by the results of such material tests as are
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