ASTM C985M-02

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Designation: C 985M – 02
METRIC
Standard Specification for
Nonreinforced Concrete Specified Strength Culvert, Storm
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Drain, and Sewer Pipe [Metric]
This standard is issued under the fixed designation C 985M; 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.
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1. Scope tions, or Tile (Metric)
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C 595 Specification for Blended Hydraulic Cements
1.1 This specification covers nonreinforced concrete pipe
C 618 Specification for Fly Ash and Raw or Calcined
designed for specified strengths and intended to be used for the
Natural Pozzolan for Use as a Mineral Admixture in
conveyance of sewage, industrial wastes, and storm water and
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Portland Cement Concrete
for the construction of culverts.
C 822 Terminology Relating to Concrete Pipe and Related
1.2 This specification is the metric counterpart of Specifi-
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Products
cation C 985.
C 989 Specification for Ground Granulated Blast-Furnace
NOTE 1—This specification is a manufacturing and purchase specifica- 5
Slag for Use in Concrete and Mortars
tion only and does not include requirements for bedding, backfill, or the
C 1116 Specification for Fiber-Reinforced Concrete and
relationship between field load conditions and the designated strength of
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Shotcrete
the pipe. However, experience has shown that the successful performance
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E 105 Practice for Probability Sampling of Materials
of this product depends upon the proper selection of the pipe strength, type
of bedding and backfill, and care that the installation conforms to the
3. Terminology
construction specifications. The owner of the concrete pipe specified
herein is cautioned that he must correlate the field requirements with the
3.1 Definitions—For definitions of terms relating to con-
pipe strength specified and provide inspection at the construction site.
crete pipe, see Terminology C 822.
2. Referenced Documents
4. Basis of Acceptance
2.1 ASTM Standards:
4.1 The acceptability of the pipe design shall be determined
A 82 Specification for Steel Wire, Plain, for Concrete Re-
in accordance with Section 9. After the pipe design has been
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inforcement
accepted, or if the pipe design has been accepted previously in
A 185 Specification for Steel Welded Wire Fabric, Plain, for
accordance with Section 9, production pipe shall be accepted in
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Concrete Reinforcement
accordance with 4.2.
A 496 Specification for Steel Wire, Deformed, for Concrete
4.2 Acceptance on the Basis of Pipe Load and Material
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Reinforcement
Tests and Inspection of Manufactured Pipe for Defects
A 497 Specification for Steel Welded Wire Fabric, De-
—Determine in accordance with Sections 5, 6, 8, and 11.
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formed, for Concrete Reinforcement
NOTE 2—It is necessary that samples be selected at random. For
A 615/A 615M Specification for Deformed and Plain
guidance, see Practice E 105.
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Billet-Steel Bars for Concrete Reinforcement [Metric]
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4.3 Age for Acceptance—Pipe shall be considered ready for
C 33 Specification for Concrete Aggregates
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C 150 Specification for Portland Cement acceptance when it conforms to the requirements as indicated
by the specified tests.
C 497M Test Methods for Concrete Pipe, Manhole Sec-
5. Design and Manufacturing Data
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This specification is under the jurisdiction of ASTM Committee C13 on
5.1 The manufacturer shall provide the following informa-
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
tion regarding the pipe unless waived by the owner:
Acceptance Specifications and Precast Concrete Box Sections.
Current edition approved July 10, 2002. Published August 2002. Originally
published as C 985M–83. Last previous edition C 985M–00.
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2
Annual Book of ASTM Standards, Vol 04.05.
Annual Book of ASTM Standards, Vol 01.04.
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3
Annual Book of ASTM Standards, Vol 04.01.
Annual Book of ASTM Standards, Vol 04.02.
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Annual Book of ASTM Standards, Vol 14.02.
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C985M–02
5.1.1 Basis of acceptance and supporting data, wall thickness from the inside surface. Where two lines of
5.1.2 Designated pipe strength, circular reinforcement are used, each line shall be so placed
5.1.3 Physical Characteristics—Diameter, wall thickness, that the protective covering over the circumferential reinforce-
laying length, and joint details, ment in the wall of the section shall be 25 mm.
5.1.4 Admixtures, 6.2.2.2 Splices—If the splices are not welded, the reinforce-
5.1.5 Manufacturing and curing process, and ment shall be lapped not less than 20 diameters for deformed
5.1.6 Handling R
...