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ASTM C1417-12

(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 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 ASCE 15 or an equivalent design specification.  
1.2 This specification is the companion to SI Specification C1417M; therefore, no SI equivalents are presented in this specification.

General Information

Status
Historical
Publication Date
31-Aug-2012
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.05 - Special Projects
Current Stage
Ref Project

Relations

Replaces
ASTM C1417-11 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
Effective Date
01-Sep-2012
Replaced By
ASTM C1417-13 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
Effective Date
01-Jul-2013
Referred By
ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Effective Date
01-Sep-2012
Referred By
ASTM C1479/C1479M-22 - Standard Practice for Installation of Precast Concrete Sewer, Storm Drain, and Culvert Pipe Using Standard Installations
Effective Date
01-Sep-2012
Referred By
ASTM C1840/C1840M-22 - Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe
Effective Date
01-Sep-2012
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
01-Sep-2012
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
01-Sep-2012

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ASTM C1417-12 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct DesignASTM C1417-12 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C1417 −12
StandardSpecification 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 C822 Terminology Relating to Concrete Pipe and Related
Products
1.1 This specification covers the manufacture and accep-
C989 Specification for Slag Cement for Use in Concrete and
tance of precast concrete pipe designed to conform to the
Mortars
owner’s design requirements and toASCE 15 or an equivalent
C1017/C1017M Specification for Chemical Admixtures for
design specification.
Use in Producing Flowing Concrete
1.2 This specification is the companion to SI Specification
2.2 Other Standards:
C1417M; therefore, no SI equivalents are presented in this
ASCE 15 Standard Practice for the Direct Design of Buried
specification.
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-
Steel Bars for Concrete Reinforcement 3. Terminology
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, n—each day’s production run
C33 Specification for Concrete Aggregates
of pipe sections of a single concrete strength for a specific
C76 Specification for Reinforced Concrete Culvert, Storm
project.
Drain, and Sewer Pipe
3.1.3 lot of pipe sections, n—total of the number of groups
C150 Specification for Portland Cement
of pipe sections of a single concrete strength produced for a
C260 Specification for Air-Entraining Admixtures for Con-
specific project.
crete
3.1.4 running average, n—average concrete compressive
C494/C494M Specification for Chemical Admixtures for
strength of all groups of pipe sections of a single concrete
Concrete
strength produced for a specific project, generally determined
C497 Test Methods for Concrete Pipe, Manhole Sections, or
as each group is tested.
Tile
C595 Specification for Blended Hydraulic Cements
4. Basis of Acceptance of Design
C618 Specification for Coal Fly Ash and Raw or Calcined
4.1 Manufacturing Design Data—The manufacturer shall
Natural Pozzolan for Use in Concrete
C655 Specification for Reinforced Concrete D-Load submit the following manufacturing design data for the con-
Culvert, Storm Drain, and Sewer Pipe crete pipe to the owner for approval.
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 Sept. 1, 2012. Published October 2012. Originally
approved in 1998. Last previous edition approved in 2011 as C1417 – 11. DOI:
10.1520/C1417-12.
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 ----------------------
C1417 − 12
6.2.4.3 Portland-pozzolan cement only.
Type 1: Smooth wire or plain bars
Type 2: Welded smooth wire reinforcement, 8 in. maximum
6.2.4.4 A combination of portland cement and slag cement.
spacing of longitudinals
6.2.4.5 A combination of portland cement and fly ash, or
Type 3: Welded deformed wire reinforcement, deformed wire,
deformed bars, or any reinforcement with stirrups, 6.2.4.6 Acombination of portland cement, slag cement (not
anchored thereto
to exceed 25 % of the total cementitious weight), and fly ash
4.1.3.3 Design yield strength, (not to exceed 25 % of the total cementitious weight).
4.1.3.4 Placement and design concrete cover,
6.3 Aggregates—Aggregates shall conform to the require-
4.1.3.5 Cross-sectional diameters,
ments of Spe
...

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: C1417 − 11 C1417 − 12
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
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 C1417M; therefore, no SI equivalents are presented in this
specification.
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 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, 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.
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 June 1, 2011Sept. 1, 2012. Published June 2011October 2012. Originally approved in 1998. Last previous edition approved in 20082011 as
C1417 – 08.C1417 – 11. DOI: 10.1520/C1417-11.10.1520/C1417-12.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1417 − 12
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 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: Welded smooth wire reinforcement, 8 in. maximum
spacing of longitudinals
Type 3: Welded deformed wire reinforcement, deformed wire,
deformed bars, or any reinforcement with stirrups,
anchored thereto
4.1.3.3 Design yield strength,
4.1.3.4 Placement and design concrete cover,
4.1.3.5 Cross-sectional diameters,
4.1.3.6 Spacing,
4.1.3.7 Cross-sectional area,
4.1.3.8
...

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1.1 This specification covers nonreinforced concrete pipe designed for specified strengths and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts.  
1.2 A complete companion to Specification C985 has been developed, C985M; therefore, no metric equivalents are presented in this specification.  
Note 1: This specification is a manufacturing and purchase specification only and does not include requirements for bedding, backfill, or the relationship between field load conditions and the designated strength of the pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the concrete pipe specified herein is cautioned that he must correlate the field requirements with the pipe strength specified and provide inspection at the construction site.  
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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  • Technical specification
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ASTM
ASTM C361-22(Specification)
Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

ABSTRACT
This specification covers reinforced concrete low-head pressure pipe. Acceptability of the pipe in all diameters and classes shall be determined by the results of such material tests. The reinforced concrete shall consist of Portland cement, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. Portland cement shall conform to the requirements specified. Aggregates shall conform to the requirements specified, except that the requirements for grading are waived. Admixtures, except for air-entraining agents, shall not be added to the concrete unless permitted by the owner. Reinforcement shall consist of wire conforming to the requirements prescribed. Steel castings for fittings shall conform to grade 70-36. Steel plates for specials and fittings shall conform to requirements specified. All rubber gaskets shall be extruded or molded and cured in such a manner that any cross section will be dense, homogeneous, and free of porosity, blisters, pitting, and other imperfections. Joints shall utilize steel joint rings, steel bells and concrete spigots, or be formed entirely of concrete. The aggregates shall be graded, proportioned, and thoroughly mixed with the proportions of cementitious material and water that will produce a workable, uniform, homogeneous concrete mixture. Compression tests of cylinders and hydrostatic tests of pipes shall be performed to meet the requirements prescribed.
SCOPE
1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 125 ft.  
1.2 This specification is the inch-pound companion to Specification C361; therefore, no SI equivalents are presented in the specification.
Note 1: Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying.  
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.

  • Technical specification
    29 pages
    English language
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  • Technical specification
    29 pages
    English language
    sale 15% off