ASTM C1628-17
(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 and health practices and determine the applicability of regulatory limitations prior to use.
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Designation:C1628 −17
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 C655 Specification for Reinforced Concrete D-Load
Culvert, Storm Drain, and Sewer Pipe
1.1 This specification covers flexible leak resistant joints for
C822 Terminology Relating to Concrete Pipe and Related
concrete gravity flow sewer pipe using rubber gaskets for
Products
sealing the joints, where measurable or defined infiltration or
C985 Specification for Nonreinforced Concrete Specified
exfiltration is a factor of the design. The specification covers
Strength Culvert, Storm Drain, and Sewer Pipe
the design of joints and the requirements for rubber gaskets to
C1417 Specification for Manufacture of Reinforced Con-
be used therewith, for pipe conforming in all other respects to
crete Sewer, Storm Drain, and Culvert Pipe for Direct
Specifications C14, C76, C655, C985, and C1417, provided
Design
that, if there is conflict in permissible variations in dimension,
C1619 Specification for Elastomeric Seals for Joining Con-
the requirements of this specification shall govern for joints.
crete Structures
NOTE 1—Infiltration or exfiltration quantities for an installed pipeline
are dependent upon many factors other than the joints, and allowable
3. Terminology
quantities must be covered by other specifications and suitable testing of
the installed pipeline and system. This specification covers the design,
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
material, and performance of the rubber gasket joint only. Joints covered
pipe, see Terminology C822.
by this specification are for hydrostatic pressures up to 13 psi without
leakage, when plant tested in accordance with Section 10.
4. Basis of Acceptance
1.2 The values stated in inch-pound units are to be regarded
4.1 The acceptability of the pipe joints and gasket shall be
as standard. No other units of measurement are included in this
determined by the approved design submittal information,
standard.
results of the physical tests prescribed in this specification, and
1.3 This standard does not purport to address all of the
by inspection to determine whether the pipe joints and gaskets
safety concerns, if any, associated with its use. It is the
conform to this specification as to design and freedom from
responsibility of the user of this standard to establish appro-
defects.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
5. Materials and Manufacture for Gaskets
2. Referenced Documents
5.1 The gasket shall be fabricated from a rubber compound.
2
The basic polymer shall be natural rubber, synthetic rubber, or
2.1 ASTM Standards:
ablendofbothmeetingthephysicalrequirementsprescribedin
C14 Specification for Nonreinforced Concrete Sewer, Storm
Specification C1619.
Drain, and Culvert Pipe
5.1.1 Gaskets for standard use shall meet Class E require-
C76 Specification for Reinforced Concrete Culvert, Storm
ments. Gaskets which require oil resistant properties shall meet
Drain, and Sewer Pipe
Class B requirements.
C497 Test Methods for Concrete Pipe, Manhole Sections, or
Tile
5.2 Circular Cross-Section Gaskets:
5.2.1 Circular cross-section gaskets shall be extruded or
1 1
This specification is under the jurisdiction of ASTM Committee C13 on
molded to the specified size within a tolerance of 6 ⁄64 in. or
Concrete Pipe and is the direct responsibility of Subcommittee C13.08 on Joints for
61.5 % of the cord diameter, whichever is larger.
Precast Concrete Structures.
5.2.2 Circular cross-section gaskets shall have the nominal
Current edition approved Jan. 1, 2017. Published January 2017. Originally
design cut length tolerance of 63.0 % for extruded and spliced
published in 2006. Last previous edition approved in 2011 as C1628 – 11. DOI:
10.1520/C1628-17.
gaskets.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.2.3 Each gasket shall be manufactured to provide the
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
volume of rubber required by the pipe manufacturer’s joint
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. designwithatoleranceof 63 %forgasketsuptoandincluding
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C1628−17
l- in. in diameter and 61 % for gaskets of 1-in. diamet
...
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: C1628 − 11 C1628 − 17
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
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 and health practices and determine the applicability of regulatory
limitations prior to use.
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, 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
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.
5. Materials and Manufacture for Gaskets
5.1 The gasket shall be fabricated from a rubber compound. The basic polymer shall be natural rubber, synthetic rubber, or a
blend of both meeting the physical requirements prescribed in Specification C1619.
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 Sept. 1, 2011Jan. 1, 2017. Published September 2011January 2017. Originally published in 2006. Last previous edition approved in 20062011
as C1628 – 06.C1628 – 11. DOI: 10.1520/C1628-11.10.1520/C1628-17.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C1628 − 17
5.1.1 Gaskets for standard use shall meet Class E requirements. Gaskets which require oil resistant properties shall meet Class
B requirements.
5.2 Circular Cross-Section Gaskets:
1
5.2.1 Circular cross-section gaskets shall be extruded or molded to the specified size within a tolerance of 6 ⁄64 in. or 61.5 %
of the cord diameter, whichever is large
...
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