ASTM C990-08
(Specification)Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
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. 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 are intended mainly to prevent the flow of solids or fluids through the joint. 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 sealant shall not depend on oxidizing, evaporating, or chemical action for its adhesive or cohesive strength and shall be supplied preformed and of suitable cross section and size to seal the joint annular space when the sections are joined. For a given joint size, the sealing material, as furnished, shall be such so as to encircle the outside circumference of the spigot or tongue of the joint or the inside circumference of the bell or groove and shall not be stretched when seated in the joint. Sealant material shall be furnished in the required length and cross-dimensions, and the dimensions shall be clearly marked. 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. All surfaces of the joint upon or against which the sealant will bear shall be free of spalls, cracks or fractures, and imperfections that would adversely affect the function of the joint. The joints of the sections shall be of such design that they will withstand the forces caused by the compression of the sealant when joined, without cracking or fracturing when tested. In order to determine the composition and physical properties of bitumen or butyl sealants, the following tests shall be performed: bitumen and butyl rubber chemical analysis, ash-inert mineral matter test, specific gravity test, ductility test, softening point test, penetration test, flash point and fire point test, chemical resistance test, and compression-recovery of tape sealant test.
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 14, C 76, C 478, C 506, C 507, C 655, C 985, and C 1433, 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 C 990M; 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 joint...
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Designation: C 990 – 08
Standard Specification for
Joints for Concrete Pipe, Manholes, and Precast Box
1
Sections Using Preformed Flexible Joint Sealants
This standard is issued under the fixed designation C 990; 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 joints for precast concrete pipe 2.1 ASTM Standards:
and box, and other sections using preformed flexible joint C14 Specification for Nonreinforced Concrete Sewer,
sealants for use in storm sewers and culverts which are not Storm Drain, and Culvert Pipe
intended to operate under internal pressure, or are not subject C76 Specification for Reinforced Concrete Culvert, Storm
to infiltration or exfiltration limits. Joint material used in Drain, and Sewer Pipe
horizontal applications is intended to prevent the flow of solids C 478 Specification for Precast Reinforced Concrete Man-
through the joint. hole Sections
1.2 For precast concrete manhole sections and other vertical C 506 Specification for Reinforced Concrete Arch Culvert,
structures, which are subject to internal or external pressure, Storm Drain, and Sewer Pipe
infiltration or exfiltration limits are not prohibited from being C 507 Specification for Reinforced Concrete Elliptical Cul-
specified. Joints in vertical structures covered by this specifi- vert, Storm Drain, and Sewer Pipe
cation are intended mainly to prevent the flow of solids or C 655 Specification for Reinforced Concrete D-Load Cul-
fluids through the joint. vert, 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 14, C 76, C 478, Products
C 506, C 507, C 655, C 985, and C 1433, provided that if there C 972 Test Method for Compression-Recovery of Tape
is a conflict in permissible variations in dimensions, the Sealant
requirements of this specification shall govern. C 985 Specification for Nonreinforced Concrete Specified
1.4 This specification is the inch-pound companion to Strength Culvert, Storm Drain, and Sewer Pipe
C 990M; therefore, no SI equivalents are presented in the C 1433 Specification for Precast Reinforced Concrete
specification. Monolithic Box Sections for Culverts, Storm Drains, and
Sewers
NOTE 1—This specification covers the material and performance of the
D4 Test Method for Bitumen Content
joint and sealant only. Infiltration and exfiltration quantities for installed
D6 Test Method for Loss on Heating of Oil and Asphaltic
sections are dependent on factors other than the joints which must be
covered by other specifications and suitable testing of the installed Compounds
pipeline.
D36 Test Method for Softening Point of Bitumen (Ring-
and-Ball Apparatus)
1.5 This standard does not purport to address all of the
D71 Test Method for Relative Density of Solid Pitch and
safety concerns, if any, associated with its use. It is the
Asphalt (Displacement Method)
responsibility of the user of this standard to establish appro-
D92 Test Method for Flash and Fire Points by Cleveland
priate safety and health practices and determine the applica-
Open Cup Tester
bility of regulatory limitations prior to use.
D113 Test Method for Ductility of Bituminous Materials
D 217 Test Methods for Cone Penetration of Lubricating
Grease
D 297 Test Methods for Rubber Products—Chemical
Analysis
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 Joints for For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Precast Concrete Structures. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Oct. 1, 2008. Published October 2008. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 1991. Last previous edition approved in 2006 as C 990 – 06. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C990–08
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2.2 AASHTO Standards:
Hydrocarbon Blends, % by weight 50 min
Ash-Inert Mineral Matter, % by weight 25 min
T47 Test for Loss of Heating of Oil and Asphaltic Com-
Volatile Matter, % by weight 3 max
pounds
Specific Gravity at 77°F 1.15 to 1.40
T48 Test for Flash and Fire Points by Cleveland Open Cup
Ductility at 77°F, cm 5 min
Flash Point, C.O.C. 350°F min
T51 Test for Ductility of Bituminous Material
Fire Point, C.O.C. 375°F min
T111
...
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:C990–06 Designation: C 990 – 08
Standard Specification for
Joints for Concrete Pipe, Manholes, and Precast Box
1
Sections Using Preformed Flexible Joint Sealants
This standard is issued under the fixed designation C 990; 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 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 14, C 76, C 478,
C 506, C 507, C 655, C 985, and C 1433, provided that if there is a conflict in permissible variations in dimensions, the
requirements of this specification shall govern.
1.4This specification is the companion to SI specification C990M; therefore, no SI equivalents are shown in this specification.
1.5This 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.
1.4 This specification is the inch-pound companion to C 990M; therefore, no SI equivalents are presented in the specification.
NOTE1—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. 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.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
C 14 Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe
C 76 Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
C 478 Specification for Precast Reinforced Concrete Manhole Sections
C 506 Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe
C 507 Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe
C 655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C 822 Terminology Relating to Concrete Pipe and Related Products
C 972 Test Method for Compression-Recovery of Tape Sealant
C 985 Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe
C 1433 Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
D 4 Test Method for Bitumen Content
D 6 Test Method for Loss on Heating of Oil and Asphaltic Compounds
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 Concrete Pipe and is the direct responsibility of Subcommittee C13.08 on Joints for Precast
Concrete Structures.
Current edition approved Oct. 1, 2006.2008. Published October 2006.2008. Originally approved in 1991. Last previous edition approved in 20032006 as
C990–03a.C 990 – 06.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to th
...
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