1.5This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. explorations; feasibility studies; field investigations; foundation investigations; geological investigations; geophysical investigation; groundwater; hydrologic investigations; maps; preliminary investigations; reconnaissance surveys; sampling; site investigations (see Practice ); soil surveys; subsurface investigations: Explorations; Feasibility studies; Field testing--rock; Field testing--soil; Foundation design; Geological investigations; Geophysical investigations/geophysics; Hydrogeologic models/investigations; Preliminary screening/site investigation; Reconnaissance surveys; Rock materials/properties/analysis; Rock sampling; Site identification/investigation/selection; Soil sampling; Subsurface investigation--soil/rock; ICS Number Code 93.020 (Earth works. 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Product must bear proper copyright notice in ASTM's name, as shown in the initial page Appendix I to Part 261 - Representative Sampling Methods, Extremely viscous liquid - ASTM Standard D140-70 Crushed or powdered material - ASTM Standard D346-75 Soil or rock-like material - ASTM Standard D420-69 Soil-like material - ASTM Standard D1452-65, Fly Ash-like material - ASTM Standard D2234-76 [ASTM Standards are available from ASTM, 1916 Race St., Philadelphia, PA 19103], Liquid waste in pits, ponds, lagoons, and similar reservoirs - Pond Sampler., Electronic Code of Federal Regulations (e-CFR), CHAPTER I - ENVIRONMENTAL PROTECTION AGENCY, PART 261 - IDENTIFICATION AND LISTING OF HAZARDOUS WASTE, Subpart CC - Air Emission Standards for Tanks and Containers. 20. ASTM D420 : Standard Guide for Site Characterization for Engineering B. 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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 Similar Books 15. Some ASTM Products use standard Internet HTML format. Standard Test Method for Marshall Stability and - ASTM International Please be aware that UPS will not deliver packages to Post Office Boxes. D420. of any known or suspected unauthorized use(s) of its password(s), or any known or suspected This is not a sale; all right, title and interest in the ASTM Product or Documents ASTM D420-98 (2003) March 10, 1998 Standard Guide to Site Characterization for Engineering Design and Construction Purposes (Withdrawn 2012) 1.1 This guide refers to ASTM methods by which soil, rock, and groundwater conditions may be determined. The intent is to provide a list to assist in preparation of a site characterization plan. 1. Document. B. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. ("ASTM"), 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959 USA, except as may be 8. Licensee is solely responsible Extremely Viscous Liquid-ASTM Standard D140-70; Crushed or powdered material-ASTM Standard D346-75; Soil or rock-like material-ASTM Standard D420-69; Soil-like material-ASTM Standard D1452-65. terminated. ASTM D420-18 February 1, 2018 Standard Guide for Site Characterization for Engineering Design and Construction Purposes 1.1 This guide refers to ASTM methods to perform site characterization for engineering, design, and construction purposes. Extremely viscous liquid - ASTM Standard D140-70; Crushed or powdered material - ASTM Standard D346-75; Soil or rock-like material - ASTM Standard D420-69; Soil-like material - ASTM Standard D1452-65; Fly Ash-like material - ASTM Standard D2234-76 (ASTM Standards are available from ASTM, 1916 Race Street, Philadelphia, PA 19103) (see 6 NYCRR . 7. ASTM D420-18 Standard Guide for Site Characterization for Engineering Design and Construction Purposes Significance and Use 4.1 An adequate site characterization will provide pertinent information for decision making on one or more of the following subjects: 4.1.4Evaluation of slope stability in natural slopes, cuts, and embankments. 9. You may not remove or obscure 1.2 Units The values stated in inch-pound units are to be regarded as standard. 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