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ASTM-D5893 2010

$40.63

D5893/D5893M-10 Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements

Published By Publication Date Number of Pages
ASTM 2010 6
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1.1 This specification covers cold applied, single component, chemically curing silicone sealants that are based on polymers of polysiloxane structures and are intended for use in sealing joints and cracks in portland cement concrete highway and airfield pavements. The specification includes both non-sag and self-leveling types of sealants.

1.1.1 This specification does not purport to cover the properties required of sealants for use in areas of portland cement concrete pavements subject to jet fuel or other fuel spillage, such as vehicle or aircraft refueling and maintenance areas, or a combination thereof.

1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.3 The following safety hazards caveat pertains only to the test methods portion, Section 9, 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 and health practices and determine the applicability of regulatory limitations prior to use. Specific precautionary statements are given in Appendix X1.

PDF Catalog

PDF Pages PDF Title
1 Scope
Referenced Documents
Terminology
Classification
2 General Requirements
Physical Requirements
Sampling
3 Standard Conditions
Test Methods
5 Packaging and Marking
Keywords
X1. PRECAUTIONS FOR USE AND APPLICATION OF COLD APPLIED, SINGLE COMPONENT, CHEMICALLY CURING SILICONE JOINT SEALANT FOR PORTLAND CEMENT CONCRETE PAVEMENTS
X1.1
X1.2
X1.3
6 X1.4
X1.5
ASTM-D5893 2010
$40.63