ASTM C1417-02

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Designation: C 1417 – 02
Standard Specification for
Manufacture of Reinforced Concrete Sewer, Storm Drain,
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and Culvert Pipe for Direct Design
This standard is issued under the fixed designation C 1417; 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 vert, Storm Drain, and Sewer Pipe
C 822 Terminology Relating to Concrete Pipe and Related
1.1 This specification covers the manufacture and accep-
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Products
tance of precast concrete pipe designed to conform to the
2.2 Other Standards:
owner’s design requirements and to ASCE 15-93 or an
ASCE 15-93 Standard Practice for the Direct Design of
equivalent design specification.
Buried Precast Reinforced Concrete Pipe Using Standard
1.2 This specification is the companion to SI Specification
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Installations (SIDD)
C 1417M; therefore, no SI equivalents are presented in this
ACI 318 Building Code Requirements for Reinforced Con-
specification.
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crete
2. Referenced Documents
3. Terminology
2.1 ASTM Standards:
3.1 Definitions:
A 82 Specification for Steel Wire, Plain, for Concrete Re-
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3.1.1 For definitions of terms relating to concrete pipe, see
inforcement
Terminology C 822.
A 185 Specification for Steel Welded Wire Reinforcement,
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3.1.2 group of pipe sections, n—each day’s production run
Plain, for Concrete
of pipe sections of a single concrete strength for a specific
A 496 Specification for Steel Wire, Deformed, for Concrete
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project.
Reinforcement
3.1.3 lot of pipe sections, n—total of the number of groups
A 497 Specification for Steel Welded Wire Reinforcement,
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of pipe sections of a single concrete strength produced for a
Deformed, for Concrete
specific project.
A 615/A 615M Specification for Deformed and Plain
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3.1.4 running average, n—average concrete compressive
Billet-Steel Bars for Concrete Reinforcement
3 strength of all groups of pipe sections of a single concrete
C 33 Specification for Concrete Aggregates
strength produced for a specific project, generally determined
C 76 Specification for Reinforced Concrete Culvert, Storm
4 as each group is tested.
Drain, and Sewer Pipe
2
C 150 Specification for Portland Cement
4. Basis of Acceptance of Design
C 497 Test Methods for Concrete Pipe, Manhole Sections,
4 4.1 Manufacturing Design Data—The manufacturer shall
or Tile
submit the following manufacturing design data for the con-
C 595 Specification for Blended Hydraulic Cements (Met-
2 crete pipe to the owner for approval.
ric)
4.1.1 Pipe wall thickness.
C 618 Specification for Coal Fly Ash and Raw or Calcined
4.1.2 Concrete strength.
Natural Pozzolan for Use as a Mineral Admixture in
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4.1.3 Reinforcement:
Portland Cement Concrete
4.1.3.1 Specification,
C 655 Specification for Reinforced Concrete D-Load Cul-
4.1.3.2 Reinforcement Type 1, 2, or 3, where:
Type 1: Smooth wire or plain bars
Type 2: Welded smooth wire fabric, 8 in. maximum spacing of
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This specification is under the jurisdiction of ASTM Committee C13 on
longitudinals
Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Least
Cost Analysis.
Current edition approved Aug. 10, 2002. Published September 2002. Originally
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published as C 1417–98. Last previous edition C 1417–00. Available from American Society of Civil Engineers, 345 E. 45th Street, New
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Annual Book of ASTM Standards, Vol 01.04. York, NY 10017–2398.
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Annual Book of ASTM Standards, Vol 04.02. Available from American Concrete Institute, P.O. Box 19150, Detroit, MI
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Annual Book of ASTM Standards, Vol 04.05. 48219.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C1417–02
6.3 Aggregates—Aggregates shall conform to the require-
Type 3: Welded deformed wire fabric, deformed wire, deformed
bars, or any reinforcement with stirrups, anchored
ments of Specification C 33, except that the requirement for
thereto
gradation shall not apply.
4.1.3.3 Design yield strength,
6.4 Admixtures—Admixtures and blends may be used with
4.1.3.4 Placement and design concrete cover, the approval of the owner.
4.1.3.5 Cross-sectional diameters,
6.5 Steel Reinforcement—Reinforcement shall consist of
4.1.3.6 Spacing, wireconformingtoSpecificationsA 82orA 496,ofwirefabric
4.1.3.7 Cross-sectional area,
conforming to Specifications A 185 or A 497, or of bars
4.1.3.8 Description of longitudinal members, and conforming to Specification A 615/A 615M.
4.1.3.9 If stirrups are used, developable stirrup design
stress, stirrup shape, placement, and anchorage details. 7. Joints
4.1.4 Design factors and the assumed orientation angle.
...