ASTM D7116-16

Standard Specification for Joint Sealants, Hot Applied, Jet Fuel Resistant Types, for Portland Cement Concrete Pavements

ABSTRACT
This specification covers joint and crack sealants of the hot applied, jet fuel resistant type intended for use in sealing joints and cracks in Portland cement concrete in areas that are subject to fuel spillage. Three types of joint sealants are presented: type I - joint sealant which is resilient and capable of maintaining an effective seal in hot to moderate climates, type II - joint sealant capable of maintaining an effective seal in hot to moderate climates, and type III - joint sealant capable of maintaining an effective seal in most climates experiencing moderate to cold temperatures. The specimen conditioning, cone penetration, aged cone penetration retention, and softening point shall be tested to meet the requirements prescribed. Non-immersed bond, water immersed bond, fuel immersed bond, resilience, and oven aged resilience shall be tested to meet the requirements prescribed. The tensile adhesion, artificial weathering, and flexibility of the sealant shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers joint and crack sealants of the hot applied type intended for use in sealing joints and cracks in portland cement concrete in areas that are subject to fuel spillage.  
1.2 The values stated in SI units are to be regarded as the 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 requirements prior to use.

General Information

• Status: Historical
• Publication Date: 30-Apr-2016
• ICS: 91.100.50 - Binders. Sealing materials
• ICS: 93.120 - Construction of airports
• Technical Committee: D04 - Road and Paving Materials
• Drafting Committee: D04.33 - Formed In-Place Sealants for Joints and Cracks in Pavements

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D7116 −16
Standard Specification for
Joint Sealants, Hot Applied, Jet Fuel Resistant Types, for
1
Portland Cement Concrete Pavements
This standard is issued under the fixed designation D7116; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 3. General Requirements
1.1 This specification covers joint and crack sealants of the
3.1 The sealant, when in place, shall form a resilient and
hotappliedtypeintendedforuseinsealingjointsandcracksin
cohesivecompoundthatshalleffectivelysealjointsinconcrete
portland cement concrete in areas that are subject to fuel
throughout repeated cycles of expansion and contraction, and
spillage.
againsttheinfiltrationofmoisture,fuel,andincompressibles.It
shall not, at ambient temperatures, flow from the joint or be
1.2 The values stated in SI units are to be regarded as the
picked up by vehicle tires. The material shall be capable of
standard.
being brought to a uniform pouring consistency suitable for
1.3 This standard does not purport to address all of the
completelyfillingthejointswithoutinclusionoflargeairholes
safety concerns, if any, associated with its use. It is the
or discontinuities and without damage to the material. It shall
responsibility of the user of this standard to establish appro-
remain relatively unchanged in application characteristics for
priate safety and health practices and determine the applica-
at least6hatthe recommended application temperature in the
bility of regulatory requirements prior to use.
field.
2. Referenced Documents
2
4. Classification
2.1 ASTM Standards:
D36TestMethodforSofteningPointofBitumen(Ring-and-
4.1 Type I—Ajoint sealant which is resilient and capable of
Ball Apparatus)
maintaining an effective seal in hot to moderate climates.
D3569 Specification for Joint Sealant, Hot-Applied,
Material is tested for low temperature performance at -18°C
Elastomeric, Jet-Fuel-Resistant-Type for Portland Cement
using 50% extension (see Specification D3569).
3
Concrete Pavements (Withdrawn 2006)
4.2 Type II—A joint sealant capable of maintaining an
D5167Practice for Melting of Hot-Applied Joint and Crack
effectivesealinhottomoderateclimates.Materialistestedfor
Sealant and Filler for Evaluation
low temperature performance at -18°C using 50% extension.
D5249Specification for Backer Material for Use with Cold-
Special tests are included (see Federal Spec SS-S-1614A).
and Hot-Applied Joint Sealants in Portland-Cement Con-
crete and Asphalt Joints
4.3 Type III—A joint sealant capable of maintaining an
D5329Test Methods for Sealants and Fillers, Hot-Applied,
effective seal in most climates experiencing moderate to cold
for Joints and Cracks in Asphalt Pavements and Portland
temperatures. Material is tested for low temperature perfor-
Cement Concrete Pavements
mance at -29°C using 50% extension.
4
2.2 Federal Specification
NOTE 1—It is the responsibility of the user agency to determine which
SS-S-1614A
type is most applicable to their conditions.
1
This specification is under the jurisdiction ofASTM Committee D04 on Road
5. Physical Requirements
and Paving Materials and is the direct responsibility of Subcommittee D04.33 on
Formed In-Place Sealants for Joints and Cracks in Pavements.
5.1 Maximum Heating Temperature—The maximum heat-
Current edition approved May 1, 2016. Published May 2016. Originally
approvedin2005.Lastpreviouseditionapprovedin2005asD7116–05,whichwas
ing temperature is the highest temperature to which a sealant
withdrawn December 2012 and reinstated May 2016. DOI: 10.1520/D7116-16.
can be heated, and still conform to all the requirements
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
specified herein. For purposes of testing as specified
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
hereinafter,theapplicationtemperatureshallbethesameasthe
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
maximum heating temperature. The maximum heating tem-
3
The last approved version of this historical standard is referenced on
perature shall be set forth by the manufacturer, shall be shown
www.astm.org.
4 on all containers and shall be provided to the testing agency
AvailablefromU.S.GovernmentPrintingOfficeSuperintendentofDocuments,
732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401. before any laboratory tests are begun. The maximum heating
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