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ASTM C990M-03a

(Specification)

Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)

Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)

SCOPE
1.1 This specification covers joints for precast concrete pipe and box, and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint.
1.2 For precast concrete manhole sections, and other vertical structures, which are subject to internal or external pressure, infiltration or exfiltration limits are not prohibited from being specified. Joints in vertical structures covered by this specification are intended mainly to prevent the flow of solids or fluids through the joint.
1.3 This specification is to be used with pipe and structures conforming in all respects to Specifications C 14M, C 76M, C 478M, C 506M, C 507M, C 655M, C 985M, C 1504, and C 1433M, provided that if there is a conflict in permissible variations in dimensions, the requirements of this specification shall govern.
1.4 This specification is the metric companion of Specification C 990.
1.5 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.
Note 1—This specification covers the material and performance of the joint and sealant only. Infiltration and exfiltration quantities for installed sections are dependent on factors other than the joints which must be covered by other specifications and suitable testing of the installed pipeline.

General Information

Status
Historical
Publication Date
31-Oct-2003
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.08 - Joints for Precast Concrete Structures
Current Stage
Ref Project

Relations

Replaces
ASTM C990M-03 - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
01-Nov-2003
Replaced By
ASTM C990M-06 - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
01-Nov-2006
Referred By
ASTM C507M-22 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Nov-2003
Referred By
ASTM C655M-19a - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Nov-2003
Referred By
ASTM C76M-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Nov-2003
Referred By
ASTM C1821/C1821M-16(2021)e1 - Standard Practice for Installation of Underground Circular Precast Concrete Manhole Structures
Effective Date
01-Nov-2003
Referred By
ASTM C506M-22a - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Nov-2003

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ASTM C990M-03a - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)ASTM C990M-03a - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
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ASTM C990M-03a - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (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 990M – 03a
METRIC
Standard Specification for
Joints for Concrete Pipe, Manholes, and Precast Box
1
Sections Using Preformed Flexible Joint Sealants [Metric]
This standard is issued under the fixed designation C 990M; 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.
1. Scope 2. Referenced Documents
2
1.1 This specification covers joints for precast concrete pipe 2.1 ASTM Standards:
and box, and other sections using preformed flexible joint C 14M Specification for Concrete Sewer, Storm Drain, and
sealants for use in storm sewers and culverts which are not Culvert Pipe
intended to operate under internal pressure, or are not subject C 76M Specification for Reinforced Concrete Culvert,
to infiltration or exfiltration limits. Joint material used in Storm Drain, and Sewer Pipe
horizontal applications is intended to prevent the flow of solids C 478M Specification for Precast Reinforced Concrete
through the joint. Manhole Sections
1.2 For precast concrete manhole sections, and other verti- C 506M Specification for Reinforced Concrete Arch Cul-
cal structures, which are subject to internal or external pres- vert, Storm Drain, and Sewer Pipe
sure, infiltration or exfiltration limits are not prohibited from C 507M Specification for Reinforced Concrete Elliptical
being specified. Joints in vertical structures covered by this Culvert, Storm Drain, and Sewer Pipe
specification are intended mainly to prevent the flow of solids C 655M Specification for Reinforced Concrete D-Load
or fluids through the joint. Culvert, Storm Drain, and Sewer Pipe
1.3 This specification is to be used with pipe and structures C 822 Terminology Relating to Concrete Pipe and Related
conforming in all respects to Specifications C 14M, C 76M, Products
C 478M, C 506M, C 507M, C 655M, C 985M, C 1504, and C 969 Practice for Infiltration and Exfiltration Acceptance
C 1433M, provided that if there is a conflict in permissible Testing of Installed Precast Concrete Pipe Sewer Lines
variations in dimensions, the requirements of this specification C 972 Test Method for Compression—Recovery of Tape
shall govern. Sealant
1.4 This specification is the metric companion of Specifica- C 985M Specification for Nonreinforced Concrete Speci-
tion C 990. fied Strength Culvert, Storm Drain, and Sewer Pipe
1.5 This standard does not purport to address all of the C 1433M Specification for Precast Reinforced Concrete
safety concerns, if any, associated with its use. It is the Box Sections for Culverts, Storm Drains, and Sewers
responsibility of the user of this standard to establish appro- [Metric]
priate safety and health practices and determine the applica- C 1504 SpecificationforManufactureofPrecastReinforced
bility of regulatory limitations prior to use. Concrete Three-sided Structures for Culverts and Storm
Drains
NOTE 1—This specification covers the material and performance of the
D 4 Test Method for Bitumen Content
joint and sealant only. Infiltration and exfiltration quantities for installed
D 6 Test Method for Loss on Heating of Oil and Asphaltic
sections are dependent on factors other than the joints which must be
Compounds
covered by other specifications and suitable testing of the installed
pipeline.
D 36 Test Method for Softening Point of Bitumen (Ring-
and-Ball Apparatus)
1
This specification is under the jurisdiction of ASTM Committee C13 on
2
Concrete Pipe and is the direct responsibility of Subcommittee C13.08 on Rubber For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Gaskets. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved November 1, 2003. Published January 2004. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 1992. Last previous edition approved in 2003 as C 990M–03. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 990M – 03a
*Dimensions in the field may vary from preformed dimensions
D 71 Test Method for Relative Density of Solid Pitch and
Asphalt (Displacement Method)
6. Physical Requirements for Sealants
D 92 Test Method for Flash Fire Points by Cleveland Open
Cup
6.1 Bitumen Sealants:
D 113 Test Method for Ductility of Bituminous Materials
6.1.1 Bitumen sealants shall comply with the following
D 217 Test Method for Cone Penetration of Lubricating
composition and physical requirements. Testing shall be in
Grease
accordance with the methods prescribed in Section 9.
D 482 Test Method for Ash
...

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This specification covers joints for precast concrete pipe and box and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint. The acceptability of the pipe joint and sealant shall be determined by the results of the physical tests prescribed. Bitumen sealants shall be produced from asphalts, hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents. Butyl rubber sealants shall be produced from blends of butyl rubber and refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents. The joint design shall consist of a bell or groove on one end of the section and a spigot or tongue on the adjacent end of the joining section. The different test methods for the determination of the composition and physical properties of bitumen or butyl sealants are presented in details. The sections shall be tested hydrostatically in vertical alignment and a sufficient number of sections shall be assembled in straight alignment.
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1.1 This specification covers joints for precast concrete pipe and box, and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint.  
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1.5 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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Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)

ABSTRACT
This specification covers joints for precast concrete pipe and box and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint. The acceptability of the pipe joint and sealant shall be determined by the results of the physical tests prescribed. Bitumen sealants shall be produced from asphalts, hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents. Butyl rubber sealants shall be produced from blends of butyl rubber and refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents. The joint design shall consist of a bell or groove on one end of the section and a spigot or tongue on the adjacent end of the joining section. The different test methods for the determination of the composition and physical properties of bitumen or butyl sealants are presented in details. The sections shall be tested hydrostatically in vertical alignment and a sufficient number of sections shall be assembled in straight alignment.
SCOPE
1.1 This specification covers joints for precast concrete pipe and box and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint.  
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1.3 This specification is to be used with pipe and structures conforming in all respects to Specifications C14M, C76M, C478M, C506M, C507M, C655M, C985M, C1433M, C1504M, and C1577, provided that if there is a conflict in permissible variations in dimensions, the requirements of this specification shall govern.  
1.4 This specification is the metric companion of Specification C990.
Note 1: This specification covers the material and performance of the joint and sealant only. Infiltration and exfiltration quantities for installed sections are dependent on factors other than the joints which must be covered by other specifications and suitable testing of the installed pipeline.  
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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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SCOPE
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SCOPE
1.1 This test method covers the determination of the percentages of flat particles, elongated particles, or flat and elongated particles in coarse aggregates. Two procedures, Method A and Method B, are presented in this standard. Method A is a reflection of the original procedure as developed prior to Superpave and is intended for all non-Superpave applications. Method B is a comparison of the maximum particle dimension to the minimum particle dimension and is intended for use with Superpave specifications.  
1.2 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.  
1.2.1 Exception (regarding sieves, per Specification E11)—The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses.  
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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