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ASTM C877M-02

(Specification)

Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)

Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)

SCOPE
1.1 This specification covers external sealing bands to be used in conjunction with concrete pipe as defined in Terminology C 822 and conforming to Specifications C 14M, C 76M, C 412M, C 478M, C 506M, C 507M, C 655M, C 985M, C 1417M, and C 1433M.
1.1.1 Type I, Rubber and Mastic Bands.
1.1.2 Type II, Plastic Film and Mesh Reinforced Mastic Bands.
1.1.3 Type III, Chemically Bonded Adhesive Butyl Bands.
1.2 This specification is the metric counterpart of Specification C 877.
Note 1—This specification covers only the design and material of the sealing bands. Sealing bands covered by this specification are adequate, when properly installed, for external hydrostatic pressures up to 90 kPa, (9.14 m) without leakage. The amount of infiltration or exfiltration flow in an installed pipeline is dependent upon many factors other than the sealing bands; allowable quantities and suitable testing of the installed pipeline and system must be covered by other specifications.

General Information

Status
Historical
Publication Date
09-Apr-2002
ICS
23.040.80 - Seals for pipe and hose assemblies
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.08 - Joints for Precast Concrete Structures
Current Stage
Ref Project

Relations

Replaces
ASTM C877M-01 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
10-Apr-2002
Replaced By
ASTM C877M-02e1 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
10-Apr-2002

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ASTM C877M-02 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)ASTM C877M-02 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
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ASTM C877M-02 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (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: C 877M – 02
METRIC
Standard Specification for
External Sealing Bands for Concrete Pipe, Manholes, and
1
Precast Box Sections [Metric]
This standard is issued under the fixed designation C 877M; 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 (e) indicates an editorial change since the last revision or reapproval.
3
1. Scope Culvert, Storm Drain, and Sewer Pipe [Metric]
C 655M Specification for Reinforced Concrete D-Load
1.1 This specification covers external sealing bands to be
3
Culvert, Storm Drain, and Sewer Pipe [Metric]
used in conjunction with concrete pipe as defined in Terminol-
C 681 Test Method for Volatility of Oil- and Resin-Based,
ogy C 822 and conforming to Specifications C 14M, C 76M,
4
Knife-Grade, Channel Glazing Compounds
C 412M, C 478M, C 506M, C 507M, C 655M, C 985M,
C 766 Test Method forAdhesionAfter Impact of Preformed
C 1417M, and C 1433M.
4
Tape Sealants
1.1.1 Type I, Rubber and Mastic Bands.
C 822 Terminology Relating to Concrete Pipe and Related
1.1.2 Type II, Plastic Film and Mesh Reinforced Mastic
3
Products
Bands.
C 985M Specification for Nonreinforced Concrete Speci-
1.1.3 Type III, Chemically Bonded Adhesive Butyl Bands.
fied Strength Culvert, Storm Drain, and Sewer Pipe [Met-
1.2 This specification is the metric counterpart of Specifi-
3
ric]
cation C 877.
C 1417M SpecificationforManufactureofReinforcedCon-
NOTE 1—This specification covers only the design and material of the
crete Sewer, Storm Drain, and Culvert Pipe for Direct
sealing bands. Sealing bands covered by this specification are adequate,
3
Design [Metric]
when properly installed, for external hydrostatic pressures up to 90 kPa,
C 1433M Specification for Precast Reinforced Concrete
(9.14 m) without leakage.The amount of infiltration or exfiltration flow in
Box Sections for Culvert, Storm Drain, and Sewers [Met-
aninstalledpipelineisdependentuponmanyfactorsotherthanthesealing
3
ric]
bands; allowable quantities and suitable testing of the installed pipeline
and system must be covered by other specifications.
D 36 TestMethodforSofteningPointofBitumen(Ringand
5
Ball Apparatus)
2. Referenced Documents
D 217 Test Methods for Cone Penetration of Lubricating
6
2.1 ASTM Standards:
Grease
A 167 Specification for Stainless and Heat-Resisting
D 395 Test Methods for Rubber Property—Compression
2
7
Chromium-Nickel Plate, Sheet, and Strip
Set
C 14M Specification for Reinforced Concrete Sewer, Storm
D 412 Test Methods for Vulcanized Rubber and Thermo-
3
7
Drain, and Culvert Pipe [Metric]
plastic Rubbers and Thermoplastic Elastomers-Tension
7
C 76M Specification for Reinforced Concrete Culvert,
D 471 Test Method for Rubber Property-Effect of Liquids
3
8
Storm Drain, and Sewer Pipe [Metric]
D 570 Test Method for Water Absorption of Plastics
3
C 412M Specification for Concrete Drain Tile [Metric]
D 573 Test Method for Rubber-Deterioration in an Air
7
C 478M SpecificationforPrecastReinforcedconcreteMan-
Oven
3
hole Sections [Metric]
D 624 Test Method for Tear Strength of Conventional
7
C 506M Specification for Reinforced Concrete Arch Cul-
Vulcanized Rubber and Thermoplastic Elastomers
3
vert, Storm Drain, and Sewer Pipe [Metric]
D 882 Test Method for Tensile Properties of Thin Plastic
8
C 507M Specification for Reinforced Concrete Elliptical
Sheeting
D 1171 Test Method for Rubber Deterioration-Surface
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.08 on Rubber
4
Gaskets. Annual Book of ASTM Standards, Vol 04.07.
5
Current edition approved April 10, 2002. Published June 2002. Originally Annual Book of ASTM Standards, Vol 04.04.
6
published as C 877M–80. Last previous edition C 877M–01. Annual Book of ASTM Standards, Vol 05.01.
2 7
Annual Book of ASTM Standards, Vol 01.03. Annual Book of ASTM Standards, Vol 09.01.
3 8
Annual Book of ASTM Standards, Vol 04.05. Annual Book of ASTM Standards, Vol 08.01.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 877M
Ozone Cracking Outdoors or Chamber (Triangular Speci- 5.1.1.2 Width of Sealing Band—The width of the sealing
7
mens) band shall conform to the requirements of Table 1.
D 1278 Test Methods for Rubber from Natural Sources—
5.1.2 Rubber Element—The rubber element shall be ex-
7
Chemical Analysis
truded or molded from a high-grade rubber compound and
D 1682 Test Methods for Breaking Load and Elongation of
shall be cured in such a manner that any cross section will be
9
Textile Fabrics
dense, homogeneous, and free of porosity, blisters, pitting, an
...

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ABSTRACT
This specification deals with the metric standard for three types of external sealing bands to be used in conjunction with concrete pipe, manholes, and precast box sections. The first type of bands shall be composed of rubber, mastic, and protective film elements, while the second type shall consist of a plastic film, reinforced, rubberized, asphalt, mastic coating with steel straps. The third type shall be composed of a backing band, an applied continuous butyl adhesive coating and an optional release element. All the elements of each type of sealing band shall have physical properties conforming with specified limits as determined through appropriate test methods herein provided.
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1.1 This specification covers external sealing bands to be used in conjunction with concrete pipe as defined in Terminology C822 and conforming to Specifications C14M, C76M, C412M, C478/C478M, C506M, C507M, C655M, C985M, C1417M, and C1433M.  
1.1.1 Type I, Rubber and Mastic Bands.  
1.1.2 Type II, Plastic Film and Mesh Reinforced Mastic Bands.  
1.1.3 Type III, Chemically Bonded Adhesive Butyl Bands.  
1.2 This specification is the metric counterpart of Specification C877.  
Note 1: This specification covers only the design and material of the sealing bands. Sealing bands covered by this specification are adequate, when properly installed, for external hydrostatic pressures up to 90 kPa, (9.14 m) without leakage. The amount of infiltration or exfiltration flow in an installed pipeline is dependent upon many factors other than the sealing bands; allowable quantities and suitable testing of the installed pipeline and system must be covered by other specifications.  
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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5.1 This test method is intended to determine if a joint that is subjected to a mechanically induced cut will resist tear propagation during normal joint movement.
Note 1: A sealant with a high resistance to tear propagation may perform better than a sealant with a low resistance to tear propagation.
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1.2 Since this test method is for the evaluation of tear propagation, an adhesive failure to the substrates provides no usable data regarding tear propagation. This would be considered a failed test and that data would be discarded, or at least separated from the other data from specimens that did not experience an adhesive failure.  
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.  
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This specification covers requirements for solvent cements for chlorinated poly(vinyl chloride) (CPVC) plastic pipe, tubing, and socket-type fittings. Solvent cement shall be a CPVC resin-based solution, shall be free-flowing, shall show no gelation or stratification, and shall not contain lumps or any foreign matter. Other requirements include resin content, dissolution, viscosity, shelf stability, hydrostatic burst strength, and hydrostatic sustained pressure strength. Test procedures for solid contents, inert filler determination, viscosity, hydrostatic burst strength, and hydrostatic sustained pressure strength are included in this specification.
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1.3 A recommended procedure for joining CPVC pipe and fittings is given in Appendix X1. See also Practices F3328 and D2855.  
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ASTM F3535-21(Practice)
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SIGNIFICANCE AND USE
5.1 If required by the authority having jurisdiction, pressurized gaseous testing media leak testing is conducted after installation to discover and correct or repair leaks or faults in a newly constructed or modified PA12 pressure piping system before placing the system in service. Leakage or faults most commonly occur at connections, joints, and mechanical seals where sealing under pressure is required.  
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5.5 Poisson-Effect Expansion and Contraction—When test pressure is applied to plastic piping systems that have fully restrained joints such as heat fusion, electrofusion, bolted flanges, etc., either reduction of overall pipe length or an increase in longitudinal stress results from diametrical expansion of the pipe. Disjoining (pull-out) of partially restrained or non-restrained connections or joints, such as some in-line mechanical connectors having insufficient resistance to pull-out stress or length reduction, is possible when partially restrained or unrestrained joints are in-line with the fully restrained test section. To prevent Poisson-effect disjoining of partially restrained or non-restrained joints take measures such as installing external joint restraints (diametrical clamps and tie-rods) on...
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1.1 This practice provides information on apparatus, safety, pre-test preparation, and procedures for conducting field tests of polyamide-12 (PA12) pressure piping systems after installation using gaseous testing media such as un-odorized inert non-toxic gas or air, and applying pressure to determine if leaks exist in the system (pneumatic leak testing). This practice applies only to testing to discover leakage. Testing for other purposes such as testing to establish operating pressure is beyond the scope of this practice.  
1.2 Leak testing with pressurized gaseous testing media shall be used only if one or both of the following conditions exists:  
1.2.1 The piping system is so designed that it cannot be filled with a liquid, or  
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This test method covers the standard material criteria and test method for compression gaskets used in joining hub and spigot cast iron soil pipe and fittings for sanitary drain, waste, vent, and storm piping applications. The gaskets shall be made of a compound containing a thermoset elastomer and shall consist of one or more sealing ring(s) that compress to provide an airtight and watertight seal. Compression gaskets shall have an integral flange to prevent the gasket from rolling into the hub during installation and shall be designed to permit expansion, contraction, and deflection of assembled piping. The gaskets shall be restrained and subjected to hydrostatic pressure and the joint assembly performance shall be evaluated using the restrained hydrostatic joint testing apparatus wherein a water pressure gauge is used to ensure the accuracy of the test pressures.
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This specification covers the minimum performance and material requirements for a three piece tee connector for connection between plastic pipe and insitu pipes, manholes and wastewater structures in sanitary and storm sewer applications. The three piece seal system consists of a 4 through 30-in. PVC (polyvinyl chloride) hub pipe, an elastomeric seal (gasket) and a mechanical band. The system is installed in either a bored or cast hole opening in the host pipe or structure to a specific dimension that corresponds to the combined diameter of the PVC pipe outside diameter/tolerance and the elastomeric seal thickness. These tee connectors are designed to provide a non-pressure (gravity flow) watertight connection between the incoming pipe and an insitu pipe or manhole/structure to the limits defined in this standard. This specification deals with materials and manufacture, principles of design, basis of acceptance, test methods and requirements, rejection and rehearing, certification, markings, quality assurance, and packaging and package marking.
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1.1 This specification covers the minimum performance and material requirements for a three piece tee connector for connection between plastic pipe and insitu pipes, manholes and wastewater structures in sanitary and storm sewer applications.  
1.1.1 The three piece seal system consists of a 4 through 30-in. PVC (polyvinyl chloride) hub pipe, an elastomeric seal (gasket) and a mechanical band (Fig. 1). The system is installed in either a bored or cast hole opening in the host pipe or structure to a specific dimension that corresponds to the combined diameter of the PVC pipe outside diameter/tolerance and the elastomeric seal thickness.
FIG. 1 Three-Piece Sealing System (Connector)  
1.2 These tee connectors are designed to provide a non-pressure (gravity flow) watertight connection between the incoming pipe and an insitu pipe or manhole/structure to the limits defined in this standard.
Note 1: Connections covered by this specification are adequate for laboratory hydrostatic pressures up to 13 psi (30 ft of head) without leakage when tested in accordance with the provisions of this standard. Infiltration or exfiltration quantities for an installed system are dependent upon many factors other than the connections between incoming pipe and the insitu pipe or manhole structure, and allowable quantities may need to be covered by other specifications and suitable testing of the installed pipeline and system. Where connections are made to concrete manhole sections refer to Specification C923.
Note 2: These connectors are not resilient connectors, and as such, allow for only a limited amount of lateral movement due to the tight compression seal between the PVC hub and insitu pipe/structure. Since these connectors are not rigid fittings, a significant amount of axial movement can be accommodated, but the degree of intrusion into the host pipe/structure must be regulated to minimize the impact on flow characteristics or hydraulic design conditions.  
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This specification covers elastomeric seals (gaskets) used to seal the joints of plastic pipe used for gravity, low-pressure, and high-pressure applications. This refers to push-on joints which require no internal or external pressure to effect the initial seal. Tensile strength, elongation, hardness, compression set, accelerated aging, water immersion, ozone resistance, and force decay shall be tested to meet the requirements prescribed.
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1.1 This specification covers elastomeric seals (gaskets) used to seal the joints of plastic pipe used for gravity, low-pressure, and high-pressure applications. This refers to push-on joints which require no internal or external pressure to effect the initial seal.  
1.2 Requirements are given for natural or synthetic rubber gaskets, or a combination of both.  
1.3 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.  
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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1.6 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 F2331-11(2021)(Test Method)
Standard Test Method for Determining Chemical Compatibility of Substances in Contact with Thermoplastic Pipe and Fittings Materials

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4.1 These procedures can be used to evaluate chemicals or materials expected to come in contact with plastic piping relative to causing environmental stress-cracking in thermoplastic materials. This testing results in determining time-to-failure versus engineering stress. This procedure can also be used in stress-rupture regression analysis, where a variety of stress levels are needed. The methodology can be readily adapted to conducting immersion tests in liquids or testing temperatures other than 73 °F (23 °C).
SCOPE
1.1 This test method is used for determining chemical compatibility of substances in contact with thermoplastic pipe and fittings materials.  
1.2 This test method is not intended to evaluate the suitability of solvent cements or adhesives used to join plastic piping.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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.  
1.5 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 F913-02(2021)(Specification)
Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe

ABSTRACT
This specification covers thermoplastic elastomeric seals (gaskets) used to seal the push-on joints of plastic pipe and fittings used for gravity and low-pressure applications. The gasket shall be fabricated from a high-grade thermoplastic elastomer meeting the following physical property requirements: tensile strength, elongation, hardness, low-temperature hardness, ozone resistance, accelerated aging, water immersion, and force decay or stress relaxation. All gaskets shall be extruded or molded in such a manner that any cross section will be dense, homogeneous, and free of porosity, blisters, pitting, or other imperfections.
SCOPE
1.1 This specification covers thermoplastic elastomeric seals (gaskets) used to seal the joints of plastic pipe and fittings used for gravity and low-pressure applications.2 This specification refers to push-on joints that require no internal or external pressure to effect the initial seal.  
1.2 Requirements are given for thermoplastic elastomers.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 The following precautionary caveat pertains only to the test methods portion, Section 8, of this specification: 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.  
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ASTM F3058-16(2021)(Practice)
Standard Practice for Preliminary Field Testing of Thermoplastic Pipe Joints for Gravity Flow (Non-Pressure) Sewer Lines

SIGNIFICANCE AND USE
5.1 The values recorded are applicable only to the sewer joint being tested and at the time of testing.
SCOPE
1.1 This practice covers procedures for testing single joints of thermoplastic pipe for gravity flow (non-pressure) sewer lines, when using either air or water under low pressure to demonstrate the integrity of the joint. This practice is used for testing 27 in. (675 mm) and larger inside diameter PVC (Polyvinyl Chloride), HDPE (High Density Polyethylene) and PP (Polypropylene) sewer lines utilizing flexible gasketed joints with elastomeric seals, Specification F477.  
1.2 This practice is used for assessing the watertight integrity of a joint at the time of the test. It is not a pipeline acceptance test as it does not evaluate the integrity of the pipe barrel or any long-term pipeline deformation effects from backfill settlement
Note 1: The user of this practice is advised that methods described herein is typically used as a preliminary test to enable the installer to demonstrate the integrity of a sewer pipe joint prior to placement of final backfill. Such testing after initial backfill can detect if a gasket has rolled or dirt was pushed into the joint during the mating of the pipe. Repair of these types of installation problems can be done very quickly and effectively prior to final backfill, but once final backfill is placed, repairs are very difficult and costly.
Note 2: This practice may be used at any time to check the integrity of a joint prior to acceptance testing or to locate a leaking joint when a pipeline fails a hydrostatic infiltration/exfiltration test, vacuum test or air pressure test during any time of the installation and acceptance process.
Note 3: The user of this practice is advised that no correlation has been found between air loss and water leakage.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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.  
1.5 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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