ASTM C1417-08
(Specification)Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
ABSTRACT
This specification covers the requirements for the manufacture and acceptance of precast reinforced concrete sewer, storm drain, and culvert pipes made by direct design. The reinforced concrete should consist of cementitious materials, mineral aggregates, admixtures, and water, in which steel has been embedded in a way that makes the steel and concrete to act together. Joints should be designed and the ends of the pipe sections should be formed so that the pipe sections can be laid end-to-end to make a continuous line of pipes. A line of circumferential reinforcement may be composed of up to two to three layers, depending on the pipe wall thickness and shall be assembled into a cage containing sufficient longitudinal members. All pipes should be tested and made to comply with specified physical requirements.
SCOPE
1.1 This specification covers the manufacture and acceptance of precast concrete pipe designed to conform to the owner's design requirements and to ASCE 15 or an equivalent design specification.
1.2 This specification is the companion to SI Specification C 1417M; therefore, no SI equivalents are presented in this specification.
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Designation: C1417 – 08
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 C1417; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
1.1 This specification covers the manufacture and accep-
Natural Pozzolan for Use in Concrete
tance of precast concrete pipe designed to conform to the
C655 Specification for Reinforced Concrete D-Load Cul-
owner’s design requirements and toASCE 15 or an equivalent
vert, Storm Drain, and Sewer Pipe
design specification.
C822 Terminology Relating to Concrete Pipe and Related
1.2 This specification is the companion to SI Specification
Products
C1417M; therefore, no SI equivalents are presented in this
C989 Specification for Slag Cement for Use in Concrete
specification.
and Mortars
2. Referenced Documents C1017/C1017M Specification for ChemicalAdmixtures for
2
Use in Producing Flowing Concrete
2.1 ASTM Standards:
2.2 Other Standards:
A82/A82M Specification for SteelWire, Plain, for Concrete
ASCE 15 Standard Practice for the Direct Design of Buried
Reinforcement
Precast Reinforced Concrete Pipe Using Standard Instal-
A185/A185M Specification for Steel Welded Wire Rein-
3
lations (SIDD)
forcement, Plain, for Concrete
ACI 318 Building Code Requirements for Reinforced Con-
A496/A496M Specification for Steel Wire, Deformed, for
4
crete
Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Rein-
3. Terminology
forcement, Deformed, for Concrete
3.1 Definitions:
A615/A615M Specification for Deformed and Plain
3.1.1 For definitions of terms relating to concrete pipe, see
Carbon-Steel Bars for Concrete Reinforcement
Terminology C822.
A706/A706M Specification for Low-Alloy Steel Deformed
3.1.2 group of pipe sections, n—each day’s production run
and Plain Bars for Concrete Reinforcement
of pipe sections of a single concrete strength for a specific
C33 Specification for Concrete Aggregates
project.
C76 Specification for Reinforced Concrete Culvert, Storm
3.1.3 lot of pipe sections, n—total of the number of groups
Drain, and Sewer Pipe
of pipe sections of a single concrete strength produced for a
C150 Specification for Portland Cement
specific project.
C260 Specification for Air-Entraining Admixtures for Con-
3.1.4 running average, n—average concrete compressive
crete
strength of all groups of pipe sections of a single concrete
C494/C494M Specification for Chemical Admixtures for
strength produced for a specific project, generally determined
Concrete
as each group is tested.
C497 TestMethodsforConcretePipe,ManholeSections,or
Tile
4. Basis of Acceptance of Design
4.1 Manufacturing Design Data—The manufacturer shall
submit the following manufacturing design data for the con-
1
This specification is under the jurisdiction of ASTM Committee C13 on
crete pipe to the owner for approval.
Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Special
4.1.1 Pipe wall thickness.
Projects.
Current edition approved Jan. 1, 2008. Published January 2008. Originally
approved in 1998. Last previous edition approved in 2004 as C1417 – 04. DOI:
10.1520/C1417-08.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from American Society of Civil Engineers (ASCE), 1801 Alexander
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Bell Dr., Reston, VA 20191, http://www.asce.org.
4
Standards volume information, refer to the standard’s Document Summary page on Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
the ASTM website. Hills, MI 48333-9094, http://www.aci-int.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C1417 – 08
4.1.2 Concrete strength. 6.2.4.1 Portland cement only.
4.1.3 Reinforcement: 6.2.4.2 Portland blast-furnace slag cement only.
4.1.3.1 Specification, 6.2.4.3 Slag modified portland cement only.
4.1.3.2 Reinforcement Type 1, 2, or 3, where: 6.2.4.4 Portland-pozzolan cement only.
6.2.4.5 A combination of portland cement and ground
Type 1: Smooth wire or plain bars
Type 2: Welded smooth wire reinforcement, 8 in. maximum spac-
granulated blast-furnace slag.
ing of longitudinals
6.2.4.6 A combination of portland cement and fly ash, or
Type 3: Welded deformed wire reinforcement, deformed wire, de-
formed bars, or any reinforcement with stirrups, an- 6.2
...
This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:C1417–04 Designation: C 1417 – 08
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
1.1 This specification covers the manufacture and acceptance of precast concrete pipe designed to conform to the owner’s
design requirements and to ASCE 15-9315 or an equivalent design specification.
1.2 This specification is the companion to SI Specification C 1417M; therefore, no SI equivalents are presented in this
specification.
2. Referenced Documents
2
2.1 ASTM Standards:
A82 82/A 82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A185 185/A 185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496 496/A 496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A497 497/A 497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A 615/A 615M Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement Specification for Deformed
and Plain Carbon-Steel Bars for Concrete Reinforcement
A 706/A 706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
C 33 Specification for Concrete Aggregates
C 76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
C 150 Specification for Portland Cement
C 260 Specification for Air-Entraining Admixtures for Concrete
C 494/C 494M Specification for Chemical Admixtures for Concrete
C 497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C 595 Specification for Blended Hydraulic Cements (Metric)
C 618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland
Cement Concrete
C 655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C 822Terminology Relating to Concrete Pipe and Related Products Terminology Relating to Concrete Pipe and Related
Products
C 989 Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars
C 1017/C 1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
2.2 Other Standards:
ASCE 15-93 ASCE 15 Standard Practice for the Direct Design of Buried Precast Reinforced Concrete Pipe Using Standard
3
Installations (SIDD)
4
ACI 318 Building Code Requirements for Reinforced Concrete
1
This specification is under the jurisdiction ofASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Least CostAnalysis.
Special Projects.
Current edition approved OctoberJan. 1, 2004.2008. Published November 2004.January 2008. Originally approved in 1998. Last previous edition approved in 20022004
as C 1417 – 024.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Society of Civil Engineers, 345 E. 45th Street, New York, NY 10017–2398.
3
Available from American Society of Civil Engineers (ASCE), 1801 Alexander Bell Dr., Reston, VA 20191, http://www.asce.org.
4
Available from American Concrete Institute, P.O. Box 19150, Detroit, MI 48219.
4
Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http://www.aci-int.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
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C1417–08
3. Terminology
3.1 Definitions:
3.1.1 For definitions of terms relating to concrete pipe, see Terminology C 822.
3.1.2 group of pipe sections, n—each day’s production run of pipe sections of a single concrete strength for a specific project.
3.1.3 lot of pipe sections, n—total of the number of groups of pipe sections of a single concrete strength produced for a specific
project.
3.1.4 running average, n—average concrete compressive strength of all groups of pipe sections of a single concrete strength
produced for a specific project, generally determined as each group is tested.
4. Basis of Acceptance of Design
4.1 Manufacturing Design Data—The manufacturer shall submit t
...
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