1. Rationale
Changes to the apparatus and material sections are proposed to removed ambiguities between this test method and Practice C 192/C 192M, to provide flexibility to operators for some aspects of the apparatus which do not compromise performance, to incorporate additional materials previously not delineated in the test method, and to provide additional information to the operators regarding compressive strength requirements of the mortar.
Keywords
adhesives; bonding agents; bond strength; shear bond; Compression testing--cement/concrete; Concrete bonding; Concrete construction materials/applications--specifications; Epoxy resin bonding systems (for concrete); Resins (epoxy)(for concrete); Slant shear test;
Citing ASTM Standards
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