Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe

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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Historical
Publication Date
14-May-2005
Current Stage
Ref Project

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ASTM C507-05a - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C 507 – 05a
Standard Specification for
Reinforced Concrete Elliptical Culvert, Storm Drain, and
1
Sewer Pipe
This standard is issued under the fixed designation C 507; 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 A 497 Specification for Steel Welded Wire Reinforcement,
Deformed, for Concrete
1.1 This specification covers reinforced elliptically shaped
A 615/A 615M Specification for Deformed and Plain
concrete pipe to be used for the conveyance of sewage,
Billet-Steel Bars for Concrete Reinforcement
industrial wastes, and storm water, and for the construction of
C33 Specification for Concrete Aggregates
culverts.
C 150 Specification for Portland Cement
1.2 Pipe designed for placement with the major axis hori-
C 260 Specification forAir-EntrainingAdmixtures for Con-
zontal shall be designated as “Horizontal Elliptical Pipe.” Pipe
crete
designed for placement with the major axis vertical shall be
C 309 Specification for Liquid Membrane-Forming Com-
designated as “Vertical Elliptical Pipe.”
pounds for Curing Concrete
1.3 A complete metric companion to this specification has
C 494/C 494M Specification for Chemical Admixtures for
been developed—C 507M; therefore, no metric equivalents are
Concrete
presented in this specification.
C 497 Test Methods for Concrete Pipe, Manhole Sections,
NOTE 1—This specification is a manufacturing and purchase specifica-
or Tile
tion only, and does not include requirements for bedding, backfill, or the
C 595 Specification for Blended Hydraulic Cements
relationship between field load condition and the strength classification of
C 618 Specification for Coal Fly Ash and Raw or Calcined
pipe. However, experience has shown that the successful performance of
Natural Pozzolan for Use as a Mineral Admixture in
this product depends upon the proper selection of the class of pipe, type
Concrete
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner of the reinforced concrete pipe
C 822 Terminology Relating to Concrete Pipe and Related
specified herein is cautioned that he must correlate the field requirements
Products
with the class of pipe specified and provide inspection at the construction
C 989 Specification for Ground Granulated Blast-Furnace
site.
Slag for Use in Concrete and Mortars
C 1017/C 1017M Specification for Chemical Admixtures
2. Referenced Documents
for use in Producing Flowing Concrete
2
2.1 ASTM Standards:
C 1116 Specification for Fiber-Reinforced Concrete and
A82 Specification for Steel Wire, Plain, for Concrete Re-
Shotcrete
inforcement
A 185 Specification for Steel Welded Wire Reinforcement,
3. Terminology
Plain, for Concrete
3.1 Definitions—For definitions of terms relating to con-
A 496 Specification for Steel Wire, Deformed, for Concrete
crete pipe, see Terminology C 822.
Reinforcement
4. Classification
4.1 Pipe manufactured according to this specification shall
1
This specification is under the jurisdiction of ASTM Committee C13 on
be of five classes each for horizontal elliptical and vertical
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
elliptical pipe with identification as follows:
Reinforced Sewer and Culvert Pipe.
Current edition approved May 15, 2005. Published June 2005. Originally Horizontal Elliptical Pipe Vertical Elliptical Pipe
Class HE-A Class VE-II
approved in 1963. Last previous edition approved in 2005 as C 507–05.
2
Class HE-I Class VE-III
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Class HE-II Class VE-IV
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Class HE-III Class VE-V
Standards volume information, refer to the standard’s Document Summary page on
Class HE-IV Class VE-VI
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C 507 – 05a
4.2 The strength requirements for horizontal elliptical pipe order; and by visual inspection of the finished pipe to deter-
are prescribed in Table 1 and for vertical elliptical pipe are mine its conformance with the accepted design and its freedom
prescribed in Table 2.
from defects.
5.1.2 Acceptance on the Basis of Material Tests and Inspec-
5. Basis of Acceptance
tion of Manufactured Pipe for Defects and Imperfections—
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
Acceptability of the pipe in all diameters and classes produced
or before, placing an ord
...

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