ASTM C1417M-19
(Specification)Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
ABSTRACT
This specification covers the manufacture and acceptance of reinforced concrete sewer, storm drain, and culvert pipe designed to conform to the owner's design requirements and to equivalent design specification. The reinforced concrete shall consist of cementitious materials; mineral aggregates; admixtures, if used; and water. The cementitious material shall be composed of cement, ground graduated blast-furnace; fly ash; allowable combinations of cementitious materials; a combination of Portland cement and ground granulated blast-furnace slag; a combination of Portland cement and fly ash; or a combination of Portland cement, ground granulated blast-furnace slag, and fly ash; aggregates; admixtures; air-entraining admixture; chemical admixtures; and steel reinforcement. The joints shall be designed and the ends of the concrete pipe sections shall be formed so that the sections can be laid together to make a continuous line of pipe. The pipe shall conform to the requirements of circumferential reinforcement, longitudinal reinforcement, and joint reinforcement. The specimen shall conform to the specified physical requirements after undertaking the following test procedures: concrete compressive strength testing; acceptance by cylinder tests; and acceptance by core tests.
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 the ASCE 15 or an equivalent design specification.
Note 1: The section on evaluation of core test results (14.3.3) and the Appendix are currently being reballoted.
1.2 This specification is the SI companion to Specification C1417.
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation:C1417M −19
Standard Specification for
Manufacture of Reinforced Concrete Sewer, Storm Drain,
1
and Culvert Pipe for Direct Design (Metric)
This standard is issued under the fixed designation C1417M; 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* C494/C494M Specification for Chemical Admixtures for
Concrete
1.1 This specification covers the manufacture and accep-
C497M Test Methods for Concrete Pipe, Concrete Box
tance of precast concrete pipe designed to conform to the
Sections, Manhole Sections, or Tile (Metric)
owner’s design requirements and to the ASCE 15 or an
C595/C595M Specification for Blended Hydraulic Cements
equivalent design specification.
C618 Specification for Coal Fly Ash and Raw or Calcined
NOTE 1—The section on evaluation of core test results (14.3.3) and the
Natural Pozzolan for Use in Concrete
Appendix are currently being reballoted.
C655 Specification for Reinforced Concrete D-Load
1.2 This specification is the SI companion to Specification
Culvert, Storm Drain, and Sewer Pipe
C1417.
C822 Terminology Relating to Concrete Pipe and Related
Products
1.3 This international standard was developed in accor-
C989/C989M Specification for Slag Cement for Use in
dance with internationally recognized principles on standard-
Concrete and Mortars
ization established in the Decision on Principles for the
C1017/C1017M Specification for Chemical Admixtures for
Development of International Standards, Guides and Recom-
Use in Producing Flowing Concrete
mendations issued by the World Trade Organization Technical
C1116/C1116M Specification for Fiber-Reinforced Concrete
Barriers to Trade (TBT) Committee.
C1602/C1602M Specification for Mixing Water Used in the
Production of Hydraulic Cement Concrete
2. Referenced Documents
2
2.2 Other Standards:
2.1 ASTM Standards:
ASCE 15 Standard Practice for the Direct Design of Buried
A615/A615M SpecificationforDeformedandPlainCarbon-
Precast Reinforced Concrete Pipe Using Standard Instal-
Steel Bars for Concrete Reinforcement
3
lations (SIDD)
A706/A706M Specification for Deformed and Plain Low-
ACI 318 Building Code Requirements for Reinforced Con-
Alloy Steel Bars for Concrete Reinforcement
4
crete
A1064/A1064M Specification for Carbon-Steel Wire and
Welded Wire Reinforcement, Plain and Deformed, for
3. Terminology
Concrete
C33/C33M Specification for Concrete Aggregates
3.1 Definitions:
C76 Specification for Reinforced Concrete Culvert, Storm
3.1.1 For definitions of terms relating to concrete pipe, see
Drain, and Sewer Pipe
Terminology C822.
C150/C150M Specification for Portland Cement
3.1.2 group of pipe sections—each day’s production run of
C260/C260M Specification for Air-Entraining Admixtures
pipesectionsofasingleconcretestrengthforaspecificproject.
for Concrete
3.1.3 lot of pipe sections—total of the number of groups of
pipe sections of a single concrete strength produced for a
specific project.
1
This specification is under the jurisdiction of ASTM Committee C13 on
3.1.4 running average—average concrete compressive
Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Special
strength of all groups of pipe sections of a single concrete
Projects.
Current edition approved July 15, 2019. Published July 2019. Originally
approved in 1998. Last previous edition approved in 2015 as C1417M – 15. DOI:
10.1520/C1417M-19.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C1417M−19
strength produced for a specific project, generally determined or portland-pozzolan cement conforming to the requirements
as each group is tested. of Specification C595/C595M, except that the pozzolan con-
stituent in the Type IP portland-pozzolan cement shall be fly
4. Basis of Acceptance of Design
ash.
6.2.2 Slag Cement—Slag cement shall conform
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: C1417M − 15 C1417M − 19
Standard Specification for
Manufacture of Reinforced Concrete Sewer, Storm Drain,
1
and Culvert Pipe for Direct Design (Metric)
This standard is issued under the fixed designation C1417M; 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 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 the ASCE 15 or an equivalent design specification.
NOTE 1—The section on evaluation of core test results (14.3.3) and the Appendix are currently being reballoted.
1.2 This specification is the SI companion to Specification C1417.
1.3 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2
2.1 ASTM Standards:
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33/C33M Specification for Concrete Aggregates
C76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497M Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile (Metric)
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C822 Terminology Relating to Concrete Pipe and Related Products
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
2.2 Other Standards:
ASCE 15 Standard Practice for the Direct Design of Buried Precast Reinforced Concrete Pipe Using Standard Installations
3
(SIDD)
4
ACI 318 Building Code Requirements for Reinforced Concrete
3. Terminology
3.1 Definitions:
3.1.1 For definitions of terms relating to concrete pipe, see Terminology C822.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Special Projects.
Current edition approved Oct. 1, 2015July 15, 2019. Published October 2015July 2019. Originally approved in 1998. Last previous edition approved in 20142015 as
ɛ1
C1417M – 14C1417M – 15. . DOI: 10.1520/C1417M-15.10.1520/C1417M-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM 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 (ASCE), 1801 Alexander Bell Dr., Reston, VA 20191, http://www.asce.org.
4
Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http://www.aci-int.org.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C1417M − 19
3.1.2 group of pipe sections—each day’s production run of pipe sections of a single concrete strength for a specific project.
3.1.3 lot of pipe sections—total of the number of groups of pipe sections of a single concrete strength produced for a specific
project.
3.1.4 running average—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 D
...
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