ASTM C507-05
(Specification)Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
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, 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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Standards Content (Sample)
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Designation: C 507 – 05
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 309 Specification for Liquid Membrane-Forming Com-
zontal shall be designated as “Horizontal Elliptical Pipe.” Pipe
pounds for Curing Concrete
designed for placement with the major axis vertical shall be
C 497 Test Methods for Concrete Pipe, Manhole Sections,
designated as “Vertical Elliptical Pipe.”
or Tile
1.3 A complete metric companion to this specification has
C 595 Specification for Blended Hydraulic Cements
been developed—C 507M; therefore, no metric equivalents are
C 618 Specification for Coal Fly Ash and Raw or Calcined
presented in this specification.
Natural Pozzolan for Use as a Mineral Admixture in
NOTE 1—This specification is a manufacturing and purchase specifica-
Concrete
tion only, and does not include requirements for bedding, backfill, or the
C 822 Terminology Relating to Concrete Pipe and Related
relationship between field load condition and the strength classification of
Products
pipe. However, experience has shown that the successful performance of
C 1116 Specification for Fiber-Reinforced Concrete and
this product depends upon the proper selection of the class of pipe, type
Shotcrete
of bedding and backfill, and care that the installation conforms to the
construction specifications. The owner of the reinforced concrete pipe
3. Terminology
specified herein is cautioned that he must correlate the field requirements
with the class of pipe specified and provide inspection at the construction
3.1 Definitions—For definitions of terms relating to con-
site.
crete pipe, see Terminology C 822.
2. Referenced Documents
4. Classification
2
2.1 ASTM Standards:
4.1 Pipe manufactured according to this specification shall
A82 Specification for Steel Wire, Plain, for Concrete Re-
be of five classes each for horizontal elliptical and vertical
inforcement
elliptical pipe with identification as follows:
A 185 Specification for Steel Welded Wire Reinforcement,
Horizontal Elliptical Pipe Vertical Elliptical Pipe
Plain, for Concrete
Class HE-A Class VE-II
A 496 Specification for Steel Wire, Deformed, for Concrete
Class HE-I Class VE-III
Class HE-II Class VE-IV
Reinforcement
Class HE-III Class VE-V
Class HE-IV Class VE-VI
4.2 The strength requirements for horizontal elliptical pipe
1
This specification is under the jurisdiction of ASTM Committee C13 on
are prescribed in Table 1 and for vertical elliptical pipe are
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
prescribed in Table 2.
Reinforced Sewer and Culvert Pipe.
Current edition approved Feb. 1, 2005. Published April 2005. Originally
5. Basis of Acceptance
approved in 1963. Last previous edition approved in 2002 as C 507–02.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
or before, placing an order, there are two separate and
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. alternative bases of acceptance. Independent of the method of
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C507–05
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 accord
...
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