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1.1 This specification covers plain steel dowel bars with protective fusion-bonded epoxy coating for use in concrete pavements.
1.2 This specification is applicable for orders in either inch-pound units (as Specification ) or in SI units (as Specification ).
1.3 The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 this specification.
1.4 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: The coating applicator is identified throughout this specification as the manufacturer.
2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A775/A775M Specification for Epoxy-Coated Steel Reinforcing Bars
A934/A934M Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars
A1055/A1055M Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars
D4417 Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel
Society for Protective Coatings SpecificationsSSPC-VIS 1 Pictorial Surface Preparation Standards for Painting Steel Surfaces
Concrete Reinforcing Steel Institute DocumentsCRSI Voluntary Certification Program for Fusion Bonded Epoxy Coating Applicator Plants
ICS Number Code 21.060.99 (Other fasteners)
UNSPSC Code 11101704(Steel)
ASTM A1078 / A1078M-12e1, Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement, ASTM International, West Conshohocken, PA, 2012, www.astm.orgBack to Top