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

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1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, 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-C507M; 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
09-Jul-2002
Current Stage
Ref Project

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ASTM C507-02 - 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 02
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.
3
1. Scope C 33 Specification for Concrete Aggregates
4
C 150 Specification for Portland Cement
1.1 This specification covers reinforced elliptically shaped
C 309 Specification for Liquid Membrane-Forming Com-
concrete pipe to be used for the conveyance of sewage,
3
pounds for Curing Concrete
industrial wastes, and storm water, and for the construction of
C 497 Test Methods for Concrete Pipe, Manhole Sections,
culverts.
5
or Tile
1.2 Pipe designed for placement with the major axis hori-
4
C 595 Specification for Blended Hydraulic Cements
zontal shall be designated as “Horizontal Elliptical Pipe.” Pipe
C 618 Specification for Coal Fly Ash and Raw or Calcined
designed for placement with the major axis vertical shall be
Natural Pozzolan for Use as a Mineral Admixture in
designated as “Vertical Elliptical Pipe.”
3
Concrete
1.3 A complete metric companion to this specification has
C 822 Terminology Relating to Concrete Pipe and Related
been developed—C 507M; therefore, no metric equivalents are
5
Products
presented in this specification.
C 1116 Specification for Fiber-Reinforced Concrete and
3
NOTE 1—This specification is a manufacturing and purchase specifica-
Shotcrete
tion only, and does not include requirements for bedding, backfill, or the
relationship between field load condition and the strength classification of
3. Terminology
pipe. However, experience has shown that the successful performance of
3.1 Definitions—For definitions of terms relating to con-
this product depends upon the proper selection of the class of pipe, type
crete pipe, see Terminology C 822.
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner of the reinforced concrete pipe
4. Classification
specified herein is cautioned that he must correlate the field requirements
with the class of pipe specified and provide inspection at the construction
4.1 Pipe manufactured according to this specification shall
site.
be of five classes each for horizontal elliptical and vertical
elliptical pipe with identification as follows:
2. Referenced Documents
Horizontal Elliptical Pipe Vertical Elliptical Pipe
2.1 ASTM Standards:
Class HE-A Class VE-II
A 82 Specification for Steel Wire, Plain, for Concrete Re-
Class HE-I Class VE-III
2
Class HE-II Class VE-IV
inforcement
Class HE-III Class VE-V
A 185 Specification for Steel Welded Wire Reinforcement,
Class HE-IV Class VE-VI
2
Plain, for Concrete
4.2 The strength requirements for horizontal elliptical pipe
A 496 Specification for Steel Wire, Deformed, for Concrete
2 are prescribed in Table 1 and for vertical elliptical pipe are
Reinforcement
prescribed in Table 2.
A 497 Specification for Steel Welded Wire Reinforcement,
2
Deformed, for Concrete
5. Basis of Acceptance
A 615/A 615M Specification for Deformed and Plain
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
2
Billet-Steel Bars for Concrete Reinforcement
or before, placing an order, two separate and alternative bases
of acceptance shall be permitted as follows:
1
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.
3
Current edition approved July 10, 2002. Published August 2002. Originally Annual Book of ASTM Standards, Vol 04.02.
4
published as C 507–63T. Last previous edition C 507–00. Annual Book of ASTM Standards, Vol 04.01.
2 5
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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C507–02
A
TABLE 1 Design Requirements for Horizontal Elliptical (HE) Pipe
NOTE 1—The test load in pounds per linear foot equals D-load 3 inside span in feet.
NOTE 2—Single cage reinforcement, providing tension steel at the top, bottom, and springline, shall be permitted instead of double cage reinforcement.
The area of such reinforcement shall be 112 % of the tabulated inner cage area.
NOTE 3—An inner and outer cage plus quadrant mats shall be permitted instead of double cage reinforcement. The area of such reinforcement shall
be in accordance with Fig. 1.
NOTE 4—An inner and outer cage plus a middle ca
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