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ASTM D7986-17a
Standard Practice for Preparing Specimens of Hydraulic Erosion Control Products for Index Property Testingstandard by ASTM International, 07/15/2017
1.1This practice specifies a set of instructions for preparing samples of hydraulic erosion control products (HECPs) for index property testing.
1.2All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.
1.2.1For purposes of comparing measured or calculated value(s) with specified limits, the measured or calculated value(s) shall be rounded to the nearest decimal or significant digits in the specified limits.
1.2.2The procedures used to specify how data are collected/recorded or calculated, in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be measured. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the users objectives; and it is common practice to increase or reduce the significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in the analytical methods for engineering design.
1.3Units-The values stated in SI units are being regarded as standard. No other units of measurement are included in the practice.
1.4This 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.
1.5This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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