ASTM C1417-04

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Designation: C 1417 – 04
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.
1. Scope C 822 Terminology Relating to Concrete Pipe and Related
Products
1.1 This specification covers the manufacture and accep-
2.2 Other Standards:
tance of precast concrete pipe designed to conform to the
ASCE 15-93 Standard Practice for the Direct Design of
owner’s design requirements and to ASCE 15-93 or an
Buried Precast Reinforced Concrete Pipe Using Standard
equivalent design specification.
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Installations (SIDD)
1.2 This specification is the companion to SI Specification
ACI 318 Building Code Requirements for Reinforced Con-
C 1417M; therefore, no SI equivalents are presented in this
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crete
specification.
3. Terminology
2. Referenced Documents
2 3.1 Definitions:
2.1 ASTM Standards:
3.1.1 For definitions of terms relating to concrete pipe, see
A 82 Specification for Steel Wire, Plain, for Concrete Re-
Terminology C 822.
inforcement
3.1.2 group of pipe sections, n—each day’s production run
A 185 Specification for Steel Welded Wire Reinforcement,
of pipe sections of a single concrete strength for a specific
Plain, for Concrete
project.
A 496 Specification for Steel Wire, Deformed, for Concrete
3.1.3 lot of pipe sections, n—total of the number of groups
Reinforcement
of pipe sections of a single concrete strength produced for a
A 497 Specification for Steel Welded Wire Reinforcement,
specific project.
Deformed, for Concrete
3.1.4 running average, n—average concrete compressive
A 615/A 615M Specification for Deformed and Plain
strength of all groups of pipe sections of a single concrete
Billet-Steel Bars for Concrete Reinforcement
strength produced for a specific project, generally determined
C 33 Specification for Concrete Aggregates
as each group is tested.
C 76 Specification for Reinforced Concrete Culvert, Storm
Drain, and Sewer Pipe
4. Basis of Acceptance of Design
C 150 Specification for Portland Cement
4.1 Manufacturing Design Data—The manufacturer shall
C 497 Test Methods for Concrete Pipe, Manhole Sections,
submit the following manufacturing design data for the con-
or Tile
crete pipe to the owner for approval.
C 595 Specification for Blended Hydraulic Cements (Met-
4.1.1 Pipe wall thickness.
ric)
4.1.2 Concrete strength.
C 618 Specification for Coal Fly Ash and Raw or Calcined
4.1.3 Reinforcement:
Natural Pozzolan for Use as a Mineral Admixture in
4.1.3.1 Specification,
Portland Cement Concrete
4.1.3.2 Reinforcement Type 1, 2, or 3, where:
C 655 Specification for Reinforced Concrete D-Load Cul-
Type 1: Smooth wire or plain bars
vert, Storm Drain, and Sewer Pipe
Type 2: Welded smooth wire fabric, 8 in. maximum spacing of
longitudinals
Type 3: Welded deformed wire fabric, deformed wire, deformed
bars, or any reinforcement with stirrups, anchored
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This specification is under the jurisdiction of ASTM Committee C13 on
thereto
Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Least
Cost Analysis.
CurrenteditionapprovedOctober1,2004.PublishedNovember2004.Originally
approved in 1998. Last previous edition approved in 2002 as C 1417–02.
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from American Society of Civil Engineers, 345 E. 45th Street, New
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM York, NY 10017–2398.
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Standards volume information, refer to the standard’s Document Summary page on Available from American Concrete Institute, P.O. Box 19150, Detroit, MI
the ASTM website. 48219.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C1417–04
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, wireconformingtoSpecificationsA82orA 496,ofwirefabric
conforming to Specifications A 185 or A 497, or of bars
4.1.3.7 Cross-sectional area,
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.
7.1 The joints shall be designed and the ends of
...