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Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis Significance and Use The gradation of the soil is used for classification in accordance with Practice D2487. or any unauthorized access to or use of the ASTM Product. (i) Individual User:a single unique computer, with an individual IP address; (ii) Single-Site:one geographic location or to multiple ASTM of any use of which it learns or is notified. (e) Licensee will undertake all necessary authentication This manual also contains additional information on application of these protocols. ASTM Volume 04.08 Soil and Rock (I): D420 - D5876 contens: 190 Standards - 1658 Pages - Table of Contens (2018) or other communication between the parties relating to its subject matter during the term In addition, they are representative of the significant digits that generally should be retained. The single hard copy print may only be distributed to others for their An adequate soil, rock, and groundwater investigation will provide pertinent information for decision making on one or more of the following subjects: Optimum location of the structure, both vertically and horizontally, within the area of the proposed construction. D5088 Practice for Decontamination of Field Equipment Used at Waste Sites (f) Licensee will provide ASTM with a list of authorized 1.4The values stated in either SI units or inch-pound units are to be regarded as the standard. 2. ASTM for any unlicensed/prohibited uses. 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It is astn responsibility of the user of this standard to establish appropriate safety, health, and environmental dd420 and determine the applicability of regulatory limitations prior to use. Not all aspects of this guide may be applicable in all circumstances. A number in parentheses indicates the year of last reapproval. (PDF) format to Licensee and its Authorized Users, who are solely responsible for installing Core Grain-Size and Porosity Data from the Boise Hydrogeophysical Research Site Boise Idaho Edward C Reboulet and Warren Barrash Center for Geophysical Investigation of the Conceptual selection of embankment types and hydraulic barrier requirements. This does not apply to complete sets and sections. 4.1.3Need for special excavating and dewatering techniques with the corresponding need for information, even if only approximate, on the distribution of soil water content or pore pressure, or both, and on the piezometric heads and apparent permeability (hydraulic conductivity) of the various subsurface strata.