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ASTM C1417M-14

(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.

General Information

Status
Historical
Publication Date
31-Jan-2014
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 C1417M-13a - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
Effective Date
01-Feb-2014
Replaced By
ASTM C1417M-14e1 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
Effective Date
01-Feb-2014
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Feb-2014

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ASTM C1417M-14 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)ASTM C1417M-14 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
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REDLINE ASTM C1417M-14 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)REDLINE ASTM C1417M-14 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
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REDLINE ASTM C1417M-14 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
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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:C1417M −14
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 C655 Specification for Reinforced Concrete D-Load
Culvert, Storm Drain, and Sewer Pipe
1.1 This specification covers the manufacture and accep-
C822 Terminology Relating to Concrete Pipe and Related
tance of precast concrete pipe designed to conform to the
Products
owner’s design requirements and to the ASCE 15 or an
C989 Specification for Slag Cement for Use in Concrete and
equivalent design specification.
Mortars
NOTE 1—The section on evaluation of core test results (14.3.3) and the
C1017/C1017M Specification for Chemical Admixtures for
Appendix are currently being reballoted.
Use in Producing Flowing Concrete
1.2 This specification is the SI companion to Specification
C1602/C1602M Specification for Mixing Water Used in the
C1417.
Production of Hydraulic Cement Concrete
2.2 Other Standards:
2. Referenced Documents
ASCE 15 Standard Practice for the Direct Design of Buried
2
2.1 ASTM Standards:
Precast Reinforced Concrete Pipe Using Standard Instal-
3
A615/A615M SpecificationforDeformedandPlainCarbon- lations (SIDD)
Steel Bars for Concrete Reinforcement
ACI 318 Building Code Requirements for Reinforced Con-
4
A706/A706M Specification for Low-Alloy Steel Deformed crete
and Plain Bars for Concrete Reinforcement
3. Terminology
A1064/A1064M Specification for Carbon-Steel Wire and
Welded Wire Reinforcement, Plain and Deformed, for
3.1 Definitions:
Concrete
3.1.1 For definitions of terms relating to concrete pipe, see
C33 Specification for Concrete Aggregates
Terminology C822.
C76 Specification for Reinforced Concrete Culvert, Storm
3.1.2 group of pipe sections—each day’s production run of
Drain, and Sewer Pipe
pipesectionsofasingleconcretestrengthforaspecificproject.
C150 Specification for Portland Cement
3.1.3 lot of pipe sections—total of the number of groups of
C260/C260M Specification for Air-Entraining Admixtures
pipe sections of a single concrete strength produced for a
for Concrete
specific project.
C494/C494M Specification for Chemical Admixtures for
3.1.4 running average—average concrete compressive
Concrete
strength of all groups of pipe sections of a single concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or
strength produced for a specific project, generally determined
Tile
as each group is tested.
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
4. Basis of Acceptance of Design
Natural Pozzolan for Use in Concrete
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.
4.1.2 Concrete strength.
Current edition approved Feb. 1, 2014. Published February 2014. Originally
approved in 1998. Last previous edition approved in 2013 as C1417M – 13a. DOI:
10.1520/C1417M-14.
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−14
4.1.3 Reinforcement: 6.2.4 Allowable Combinations of Cementitious Materials—
Thecombinationofcementitiousmaterialsusedintheconcrete
4.1.3.1 Specification,
shall be one of the following:
4.1.3.2 Reinforcement Type 1, 2, or 3, where:
6.2.4.1 Portland cement only.
Type 1: Smooth wire or plain bars
6.2.4.2 Portland blast-furnace slag cement only.
Type 2: Welded smooth wire reinforcement, 200 mm maximum
spacing of longitudinals
6.2.4.3 Portland-pozzolan cement only.
Type 3: Welded deformed wire reinforcement, deformed wire,
6.2.4.4 Portland-limestone cement only.
deformed bars, or any reinforcement with stirrups,
anchored thereto 6.2.4.5 A combination of portland cement or portland-
l
...

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 − 13a C1417M − 14
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:
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 Carbon-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/C260M 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
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.
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 July 1, 2013Feb. 1, 2014. Published February 2014. Originally approved in 1998. Last previous edition approved in 2013 as
C1417M – 13.C1417M – 13a. DOI: 10.1520/C1417M-13A.10.1520/C1417M-14.
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 ----------------------
C1417M − 14
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: Welded smooth wire reinforcement, 200 mm 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
...

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1.2 The scope of this specification is intended for installation related observations and assumes that pre-installation inspection has been completed.  
1.3 The reinforced concrete culvert, storm drain and storm sewer pipe shall be manufactured in accordance with Specification C76, C506, C507, C655, C1417, or C1846/C1846M and accepted in accordance with AASHTO R 73. This specification shall only be used for gravity, non-pressure storm drainage applications.  
1.4 Person Entry shall be used unless extenuating circumstances preclude this type inspection. Remote inspection is acceptable for use for pipe diameters of 30 in. [750 mm] and smaller unless otherwise specified by owner or engineer.  
1.5 Access of installed pipe for manual inspection shall follow OSHA 29 CFR PART 1926 SUBPART AA regulations for confined space entry. However, this standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.  
1.6 This practice does not cover deformation or deflection assessment. Concrete pipe is classified as a rigid structure because they do not bend or deflect appreciably under load before cracking. Due to these facts shape evaluation are of little or no value when evaluating concrete pipe.  
1.7 The values stated in either Imperial/US or [SI units] are to be regarded separately as standard. The SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.  
1.8 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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ASTM
ASTM C1433M-22(Specification)
Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)

ABSTRACT
This specification deals with the standards for single-cell precast reinforced concrete box sections cast monolithically and proposed for use in the construction of culverts and for the conveyance of storm water industrial sewage. The reinforced concrete shall be composed of cementitious materials, mineral aggregates and water, in which steel has been embedded. The aggregates shall be sized, graded, and mixed to the proportion that will produce a homogeneous mixture. The box sections shall also undergo steam curing, water curing, and membrane curing.
SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.  
1.2 This specification is the SI companion to Specification C1433.
Note 1: This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the box section specified and provide for 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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