ASTM C1138M-05(2010)e1
Historical Standard: ASTM C1138M-05(2010)e1 Standard Test Method for Abrasion Resistance of Concrete (Underwater Method)
SUPERSEDED (see Active link, below)
ASTM C1138M
1. Scope
1.1 This test method covers a procedure for determining the relative resistance of concrete (including concrete overlays and impregnated concrete) to abrasion under water (see Note 1). This procedure simulates the abrasive action of waterborne particles (silt, sand, gravel, and other solids).
Note 1Other procedures are available for measuring abrasion resistance of concrete surfaces not under water. These include Test Methods C418 , C779/C779M , and C944 .
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this 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 limitations prior to use. ( Warning Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.)
2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.
ASTM Standards
C42/C42M Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
C418 Test Method for Abrasion Resistance of Concrete by Sandblasting
C642 Test Method for Density, Absorption, and Voids in Hardened Concrete
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
C779/C779M Test Method for Abrasion Resistance of Horizontal Concrete Surfaces
C944 Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotating-Cutter Method
E18 Test Methods for Rockwell Hardness of Metallic Materials
Keywords
abrasion; agitation; concrete; density, wear;
ICS Code
ICS Number Code 91.080.40 (Concrete structures)
DOI: 10.1520/C1138M-05R10E01
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