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ASTM C990M-00

(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 may be operated with internal or external pressure, infiltration or exfiltration limits may be 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 C14M, C76M, C478M, C506M, C507M, C655M, C789M, C850M and C985M, 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.
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
09-Aug-2001
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

Replaced By
ASTM C990M-01 - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
10-Aug-2001
Referred By
ASTM C76M-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
10-Aug-2001
Referred By
ASTM C1821/C1821M-16(2021)e1 - Standard Practice for Installation of Underground Circular Precast Concrete Manhole Structures
Effective Date
10-Aug-2001
Referred By
ASTM C655M-19a - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
10-Aug-2001
Referred By
ASTM C506M-22a - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
10-Aug-2001
Referred By
ASTM C507M-22 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
10-Aug-2001

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ASTM C990M-00 - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)ASTM C990M-00 - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
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ASTM C990M-00 - 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 discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 990M – 00
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 C 76M Specification for Reinforced Concrete Culvert,
2
Storm Drain, and Sewer Pipe
1.1 This specification covers joints for precast concrete pipe
C 478M Specification for Precast Reinforced Concrete
and box, and other sections using preformed flexible joint
2
Manhole Sections
sealants for use in storm sewers and culverts which are not
C 506M Specification for Reinforced Concrete Arch Cul-
intended to operate under internal pressure, or are not subject
2
vert, Storm Drain, and Sewer Pipe
to infiltration or exfiltration limits. Joint material used in
C 507M Specification for Reinforced Concrete Elliptical
horizontal applications is intended to prevent the flow of solids
2
Culvert, Storm Drain, and Sewer Pipe
through the joint.
C 655M Specification for Reinforced Concrete D-Load
1.2 For precast concrete manhole sections, and other verti-
2
Culvert, Storm Drain, and Sewer Pipe
cal structures, which may be operated with internal or external
C 765 Test Method for Low-Temperature Flexibility of
pressure, infiltration or exfiltration limits may be specified.
3
Preformed Tape Sealants
Joints in vertical structures covered by this specification are
C 766 Test Method for Adhesion After Impact of Preformed
intended mainly to prevent the flow of solids or fluids through
3
Tape Sealants
the joint.
C 789M Specification for Precast Reinforced Concrete Box
1.3 This specification is to be used with pipe and structures
2
Sections for Culverts, Storm Drains, and Sewers
conforming in all respects to Specifications C 14M, C 76M,
C 822 Terminology Relating to Concrete Pipe and Related
C 478M, C 506M, C 507M, C 655M, C 789M, C 850M and
2
Products
C 985M, provided that if there is a conflict in permissible
C 850M Specification for Precast Reinforced Concrete Box
variations in dimensions, the requirements of this specification
Sections for Culverts, Storm Drains, and Sewers with Less
shall govern.
2
than 2 ft of Cover Subjected to Highway Loadings
1.4 This specification is the metric companion of Specifica-
C 969 Practice for Infiltration and Exfiltration Acceptance
tion C 990.
2
Testing of Installed Precast Concrete Pipe Sewer Lines
1.5 This standard does not purport to address all of the
C 972 Test Method for Compression—Recovery of Tape
safety concerns, if any, associated with its use. It is the
3
Sealant
responsibility of the user of this standard to establish appro-
C 985M Specification for Nonreinforced Concrete Speci-
priate safety and health practices and determine the applica-
2
fied Strength Culvert, Storm Drain, and Sewer Pipe
bility of regulatory limitations prior to use.
4
D 4 Test Method for Bitumen Content
NOTE 1—This specification covers the material and performance of the
D 6 Test Method for Loss on Heating of Oil and Asphaltic
joint and sealant only. Infiltration and exfiltration quantities for installed
4
Compounds
sections are dependent on factors other than the joints which must be
D 36 Test Method for Softening Point of Bitumen (Ring-
covered by other specifications and suitable testing of the installed
4
and-Ball Apparatus)
pipeline.
D 71 Test Method for Relative Density of Solid Pitch and
4
2. Referenced Documents
Asphalt (Displacement Method)
D 92 Test Method for Flash Fire Points by Cleveland Open
2.1 ASTM Standards:
5
Cup
C 14M Specification for Concrete Sewer, Storm Drain, and
6
2
D 113 Test Method for Ductility of Bituminous Materials
Culvert Pipe
D 217 Test Method for Cone Penetration of Lubricating
5
Grease
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
3
Gaskets. Annual Book of ASTM Standards, Vol 04.07
4
Current edition approved May 10, 2000. Published August 2000. Originally Annual Book of ASTM Standards, Vol 04.04.
5
published as C 990M–92. Last previous edition C 990M–96. Annual Book of ASTM Standards, Vol 05.01.
2 6
Annual Book of ASTM Standards, Vol 04.05. Annual Book of ASTM Standards, Vol 04.03.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 990M
5
D 482 Test Method for Ash from Petroleum Products
Specific gravity at 25°C 1.20 min
7
1.35 max
2.2 AASHTO Standards:
Ductility at 25°C, cm 5.0 min
T47 Test for Loss of Heating of Oil
...

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1.1 This standard presents test methods for the determination of the effects of biogenic acidification on concrete products and/or efficacy of antimicrobial products to resist microbially-induced corrosion (MIC) of concrete. In these tests, the biogenic acidification is achieved by sulfur-oxidizing bacteria (SOB) that can convert elemental sulfur or thiosulfate to sulfuric acid without the use of H2S gas.  
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SCOPE
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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.  
1.2 Precast concrete manhole sections and other vertical structures that 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 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.  
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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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ASTM C990-09(2019)(Specification)
Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants

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.  
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 C14, C76, C478, C506, C507, C655, C985, C1433, C1504, 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 inch-pound companion to C990M; therefore, no SI equivalents are presented in the specification.
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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Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate

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5.1 The particle shape of coarse aggregates influences the properties of some construction materials and may affect their placement and consolidation.  
5.2 This test method provides a means for checking compliance with specifications that limit such particles or to determine the relative shape characteristics of coarse aggregates.
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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