ASTM C1417-00

Designation: C 1417 – 00
Standard Specification for
Manufacture of Reinforced Concrete Sewer, Storm Drain,
1
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 595 Specification for Blended Hydraulic Cements (Met-
2
ric)
1.1 This specification covers the manufacture and accep-
C 618 Specification for Coal Fly Ash and Raw or Calcined
tance of precast concrete pipe designed to conform to the
Natural Pozzolan for Use as a Mineral Admixture in
owner’s design requirements and to ASCE 15-93 or an
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Portland Cement Concrete
equivalent design specification.
C 655 Specification for Reinforced Concrete D-Load Cul-
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NOTE 1—The section on evaluation of core test results (14.3.3) and
vert, Storm Drain, and Sewer Pipe
Appendix X1 are currently being reballoted.
C 822 Terminology Relating to Concrete Pipe and Related
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1.2 This specification is the companion to SI Specification
Products
C 1417M; therefore, no SI equivalents are presented in this
2.2 Other Standards:
specification.
ASCE 15-93 Standard Practice for the Direct Design of
Buried Precast Reinforced Concrete Pipe Using Standard
2. Referenced Documents
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Installations (SIDD)
2.1 ASTM Standards:
ACI 318 Building Code Requirements for Reinforced Con-
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A 82 Specification for Steel Wire, Plain, for Concrete Re-
crete
2
inforcement
3. Terminology
A 185 Specification for Steel Welded Wire Fabric, Plain, for
2
Concrete Reinforcement
3.1 Definitions:
A 496 Specification for Steel Wire, Deformed, for Concrete
3.1.1 For definitions of terms relating to concrete pipe, see
2
Reinforcement
Terminology C 822.
A 497 Specification for Steel Welded Wire Fabric, De-
3.1.2 group of pipe sections—each day’s production run of
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formed, for Concrete Reinforcement
pipe sections of a single concrete strength for a specific project.
A 615/A 615M Specification for Deformed and Plain
3.1.3 lot of pipe sections—total of the number of groups of
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Billet-Steel Bars for Concrete Reinforcement
pipe sections of a single concrete strength produced for a
C 31 Practice for Making and Curing Concrete Test Speci-
specific project.
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mens in the Field
3.1.4 running average—average concrete compressive
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C 33 Specification for Concrete Aggregates
strength of all groups of pipe sections of a single concrete
C 39 Test Method for Compressive Strength of Cylindrical
strength produced for a specific project, generally determined
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Concrete Specimens
as each group is tested.
C 76 Specification for Reinforced Concrete Culvert, Storm
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4. Basis of Acceptance of Design
Drain, and Sewer Pipe
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C 150 Specification for Portland Cement
4.1 Manufacturing Design Data—The manufacturer shall
C 309 Specification for Liquid Membrane-Forming Com-
submit the following manufacturing design data for the con-
3
pound for Curing Concrete
crete pipe to the owner for approval.
C 497 Test Methods for Concrete Pipe, Manhole Sections,
4.1.1 Pipe wall thickness.
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or Tile
4.1.2 Concrete strength.
4.1.3 Reinforcement:
4.1.3.1 Specification,
1
4.1.3.2 Reinforcement Type 1, 2, or 3, where:
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Least
Cost Analysis.
Current edition approved Aug. 10, 2000. Published September 2000. Originally
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published as C 1417–98. Last previous edition C 1417–98. Available from American Society of Civil Engineers, 345 E. 45th Street, New
2
Annual Book of ASTM Standards, Vol 01.04. York, NY 10017–2398.
3 6
Annual Book of ASTM Standards, Vol 04.02. Available from American Concrete Institute, P.O. Box 19150, Detroit, MI
4
Annual Book of ASTM Standards, Vol 04.05. 48219.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
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C 1417
25 % by weight (mass) of total cementitious material (portland
Type 1: Smooth wire or plain bars
Type 2: Welded smooth wire fabric, 8 in. maximum spacing of
cement plus fly ash).
longitudinals
6.3 Aggregates—Aggregates shall conform to the require-
Type 3: Welded deformed wire fabric, deformed wire, deformed
ments of Specification C 33, except that the requirement for
bars, or any reinforcement with stirrups, anchored
thereto
gradation shall not apply.
6.4 Admixtures—Admixtures and blends may be used with
4.1.3.3 Design yield strength,
the approval of the owner.
4.1.3.4 Placement and design concrete cover,
6.5 Steel Reinforcement—Reinforcement shall consist of
4.1.3.5 Cross-sectional diameters,
wire conforming to Specification A 82 or A 496, of wire fabric
4.1.3.6 Spacing,
conforming to Specification A 185 or A 497, or of bars
4.1.3.7 Cross-sectional area,
conforming to Spe
...