ASTM C1628-19
(Specification)Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
ABSTRACT
This specification covers flexible leak resistant joints for concrete gravity flow sewer pipes using rubber gaskets for sealing the joints, where measurable or defined infiltration or exfiltration is a factor of the design. The gasket shall be fabricated from a rubber compound, the basic polymer of which shall be natural rubber, synthetic rubber, or a blend of both. Gaskets shall be manufactured in the specified design sizes and dimensions, conforming to both circular cross-section or "O-ring" gaskets, and non-circular cross-sections or "profile" gaskets. The joints shall also be made to meet design requirements as to confined circular cross-section and non-circular cross-section gasket joint designs. Volume, non-circular shape stretch height, and length of the manufactured gaskets shall be determined, while, the joints shall be evaluated according to their performances in hydrostatic and structural tests. The finished products shall be handled, stored, inspected, and marked appropriately.
SCOPE
1.1 This specification covers flexible leak resistant joints for concrete gravity flow sewer pipe using rubber gaskets for sealing the joints, where measurable or defined infiltration or exfiltration is a factor of the design. The specification covers the design of joints and the requirements for rubber gaskets to be used therewith, for pipe conforming in all other respects to Specifications C14, C76, C655, C985, and C1417, provided that, if there is conflict in permissible variations in dimension, the requirements of this specification shall govern for joints.
Note 1: Infiltration or exfiltration quantities for an installed pipeline are dependent upon many factors other than the joints, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system. This specification covers the design, material, and performance of the rubber gasket joint only. Joints covered by this specification are for hydrostatic pressures up to 13 psi without leakage, when plant tested in accordance with Section 10.
1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.4 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:C1628 −19
Standard Specification for
Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber
1
Gaskets
This standard is issued under the fixed designation C1628; 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* 2. Referenced Documents
2
1.1 This specification covers flexible leak resistant joints for 2.1 ASTM Standards:
concrete gravity flow sewer pipe using rubber gaskets for
C14 Specification for Nonreinforced Concrete Sewer, Storm
sealing the joints, where measurable or defined infiltration or
Drain, and Culvert Pipe
exfiltration is a factor of the design. The specification covers
C76 Specification for Reinforced Concrete Culvert, Storm
the design of joints and the requirements for rubber gaskets to
Drain, and Sewer Pipe
be used therewith, for pipe conforming in all other respects to
C497 Test Methods for Concrete Pipe, Concrete Box
Specifications C14, C76, C655, C985, and C1417, provided
Sections, Manhole Sections, or Tile
that, if there is conflict in permissible variations in dimension,
C655 Specification for Reinforced Concrete D-Load
the requirements of this specification shall govern for joints.
Culvert, Storm Drain, and Sewer Pipe
NOTE 1—Infiltration or exfiltration quantities for an installed pipeline
C822 Terminology Relating to Concrete Pipe and Related
are dependent upon many factors other than the joints, and allowable
Products
quantities must be covered by other specifications and suitable testing of
C985 Specification for Nonreinforced Concrete Specified
the installed pipeline and system. This specification covers the design,
Strength Culvert, Storm Drain, and Sewer Pipe
material, and performance of the rubber gasket joint only. Joints covered
by this specification are for hydrostatic pressures up to 13 psi without C1417 Specification for Manufacture of Reinforced Con-
leakage, when plant tested in accordance with Section 10.
crete Sewer, Storm Drain, and Culvert Pipe for Direct
Design
1.2 The values stated in inch-pound units are to be regarded
C1619 Specification for Elastomeric Seals for Joining Con-
as standard. No other units of measurement are included in this
crete Structures
standard.
1.3 This standard does not purport to address all of the
3. Terminology
safety concerns, if any, associated with its use. It is the
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
responsibility of the user of this standard to establish appro-
priate safety, health, and environmental practices and deter- pipe, see Terminology C822.
mine the applicability of regulatory limitations prior to use.
4. Basis of Acceptance
1.4 This international standard was developed in accor-
dance with internationally recognized principles on standard-
4.1 The acceptability of the pipe joints and gasket shall be
ization established in the Decision on Principles for the
determined by the approved design submittal information,
Development of International Standards, Guides and Recom-
results of the physical tests prescribed in this specification, and
mendations issued by the World Trade Organization Technical
by inspection to determine whether the pipe joints and gaskets
Barriers to Trade (TBT) Committee.
conform to this specification as to design and freedom from
defects.
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.08 on Joints for
2
Precast Concrete Structures. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved July 15, 2019. Published August 2019. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
ɛ1
published in 2006. Last previous edition approved in 2017 as C1628 – 17 . DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/C1628-19. the ASTM website.
*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 ----------------------
C1628−19
5. Materials and Manufacture for Gaskets 6.1.4 The joints of the pipe shall be of such design that they
will withstand the forces caused by the deformation of the
5.1 The gasket shall be fabricated from a rubber compound.
gasketwhenjoinedandwhentestedinaccordancewithSection
The basic polymer shall be natural rubber, synthetic rubber, or
9.
ablendofbot
...
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.
´1
Designation: C1628 − 17 C1628 − 19
Standard Specification for
Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber
1
Gaskets
This standard is issued under the fixed designation C1628; 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
ε NOTE—Corrections were editorially made in December 2018.
1. Scope Scope*
1.1 This specification covers flexible leak resistant joints for concrete gravity flow sewer pipe using rubber gaskets for sealing
the joints, where measurable or defined infiltration or exfiltration is a factor of the design. The specification covers the design of
joints and the requirements for rubber gaskets to be used therewith, for pipe conforming in all other respects to Specifications C14,
C76, C655, C985, and C1417, provided that, if there is conflict in permissible variations in dimension, the requirements of this
specification shall govern for joints.
NOTE 1—Infiltration or exfiltration quantities for an installed pipeline are dependent upon many factors other than the joints, and allowable quantities
must be covered by other specifications and suitable testing of the installed pipeline and system. This specification covers the design, material, and
performance of the rubber gasket joint only. Joints covered by this specification are for hydrostatic pressures up to 13 psi without leakage, when plant
tested in accordance with Section 10.
1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this
standard.
1.3 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, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.4 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:
C14 Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
C76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
C497 Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
C655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C822 Terminology Relating to Concrete Pipe and Related Products
C985 Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe (Metric)
C1417 Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
C1619 Specification for Elastomeric Seals for Joining Concrete Structures
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Basis of Acceptance
4.1 The acceptability of the pipe joints and gasket shall be determined by the approved design submittal information, results
of the physical tests prescribed in this specification, and by inspection to determine whether the pipe joints and gaskets conform
to this specification as to design and freedom from defects.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.08 on Joints for Precast
Concrete Structures.
Current edition approved Jan. 1, 2017July 15, 2019. Published January 2017August 2019. Originally published in 2006. Last previous edition approved in 20112017 as
ɛ1
C1628 – 11.C1628 – 17 . DOI: 10.1520/C1628-17E01.10.1520/C1628-19.
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.
*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 ----------------------
C1628 − 19
5. Materials and Manufacture for Gaskets
5.1 The gasket shall be fabricated from a rub
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