ASTM C1417M-11
(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.
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Designation:C1417M −11
StandardSpecification 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 Culvert, Storm Drain, and Sewer Pipe
C822 Terminology Relating to Concrete Pipe and Related
1.1 This specification covers the manufacture and accep-
Products
tance of precast concrete pipe designed to conform to the
C989 Specification for Slag Cement for Use in Concrete and
owner’s design requirements and to the ASCE 15 or an
Mortars
equivalent design specification.
C1017/C1017M Specification for Chemical Admixtures for
NOTE 1—The section on evaluation of core test results (14.3.3) and the
Use in Producing Flowing Concrete
Appendix are currently being reballoted.
2.2 Other Standards:
1.2 This specification is the SI companion to Specification
ASCE 15 Standard Practice for the Direct Design of Buried
C1417.
Precast Reinforced Concrete Pipe Using Standard Instal-
3
lations (SIDD)
2. Referenced Documents
ACI 318 Building Code Requirements for Reinforced Con-
2
4
2.1 ASTM Standards:
crete
A615/A615M SpecificationforDeformedandPlainCarbon-
3. Terminology
Steel Bars for Concrete Reinforcement
A706/A706M Specification for Low-Alloy Steel Deformed
3.1 Definitions:
and Plain Bars for Concrete Reinforcement
3.1.1 For definitions of terms relating to concrete pipe, see
A1064/A1064M Specification for Steel Wire and Welded
Terminology C822.
Wire Reinforcement, Plain and Deformed, for Concrete
3.1.2 group of pipe sections—each day’s production run of
C33 Specification for Concrete Aggregates
pipesectionsofasingleconcretestrengthforaspecificproject.
C76 Specification for Reinforced Concrete Culvert, Storm
3.1.3 lot of pipe sections—total of the number of groups of
Drain, and Sewer Pipe
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—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 Test Methods for Concrete Pipe, Manhole Sections, or
Tile
4. Basis of Acceptance of Design
C595 Specification for Blended Hydraulic Cements
4.1 Manufacturing Design Data—The manufacturer shall
C618 Specification for Coal Fly Ash and Raw or Calcined
submit the following manufacturing design data for the con-
Natural Pozzolan for Use in Concrete
crete pipe to the owner for approval.
C655 Specification for Reinforced Concrete D-Load
4.1.1 Pipe wall thickness.
4.1.2 Concrete strength.
1
This specification is under the jurisdiction of ASTM Committee C13 on
4.1.3 Reinforcement:
Concrete Pipe and is the direct responsibility of Subcommittee C13.05 on Special
4.1.3.1 Specification,
Projects.
4.1.3.2 Reinforcement Type 1, 2, or 3, where:
Current edition approved June 1, 2011. Published June 2011. Originally
approved in 1998. Last previous edition approved in 2008 as C1417M – 08. DOI:
10.1520/C1417M-11.
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
1
---------------------- Page: 1 ----------------------
C1417M−11
6.2.4.4 A combination of portland cement and slag cement.
Type 1: Smooth wire or plain bars
Type 2: Welded smooth wire reinforcement, 200 mm maximum
6.2.4.5 A combination of portland cement and fly ash, or
spacing of longitudinals
6.2.4.6 Acombination of portland cement, slag cement (not
Type 3: Welded deformed wire reinforcement, deformed wire,
deformed bars, or any reinforcement with stirrups,
to exceed 25 % of the total cementitious weight), and fly ash
anchored thereto
(not to exceed 25 % of the total cementitious weight).
4.1.3.3 Design yield strength,
6.3 Aggregates—Aggregates shall conform to the require-
4.1.3.4 Placement and design concrete cover,
ments of Specification C33, except that the req
...
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:C1417M–08 Designation: C1417M – 11
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
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.
2. Referenced Documents
2
2.1 ASTM Standards: A82/A82MSpecification for Steel Wire, Plain, for Concrete Reinforcement
A185/A185MSpecification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496/A496MSpecification for Steel Wire, Deformed, for Concrete Reinforcement
A497/A497MSpecification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
A1064/A1064M Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33 Specification for Concrete Aggregates
C76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
C150 Specification for Portland Cement
C260 Specification for Air-Entraining Admixtures for Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C595 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 Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing 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.
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.
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 Jan.June 1, 2008.2011. Published January 2008.June 2011. Originally approved in 1998. Last previous edition approved in 20042008 as
C1417M – 048. DOI: 10.1520/C1417M-08.10.1520/C1417M-11.
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 (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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
C1417M – 11
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 Design Data—The manufacturer shall submit the following manufacturing design data for the concrete pipe
to the owner for approval.
4.1.1 Pipe wall thickness.
4.1.2 Concrete strength.
4.1.3 Reinforcement:
4.1.3.1 Specification,
4.1.3.2 Reinforcement Type 1, 2, or 3, where:
Type 1: Smooth wire or plain bars
Type 2: Welde
...
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