To keep our site running, we need your help to cover our server cost (about $400/m), a small donation will help us a lot. 4.2The site characterization may require the collection of sufficiently large soil and rock samples of such quality as to allow adequate testing to determine the soil or rock classification or mineralogic type, or both, and the engineering properties pertinent to the proposed design. (i) Individual User:a single unique computer, with an individual IP address; (ii) Single-Site:one geographic location or to multiple 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. 1.2 Laboratory testing of soil, rock, and groundwater samples is specified by other ASTM standards not listed herein. 4.1An adequate site characterization will provide pertinent information for decision making on one or more of the following subjects: 4.1.1Location of the structure, both vertically and horizontally, within the area of the proposed construction and selection of construction methods and equipment. ASTM F 696, Standard Specification for Leather Protectors for Rubber Insulating Gloves and Mittens ASTM F 711, Standard Specification for Fiberglass-Reinforced Plastic (FRP) Rod and Tube Used; in Line Tools ASTM F 712, Standard Test Methods and Specifications for Electrically Insulating Plastic Guard Equipment for Protection of Workers except as described in Section 3, no one may, without the prior express written permission The objective of the investigation should be to identify and locate, both horizontally and. All rights reserved. printing one copy of a Document for individual use. Price The objective of the site characterization should be to identify and locate,. and prevails over any conflicting or additional terms of any quote, order, acknowledgment, Continued Access to Product.ASTM reserves the in no event will ASTM be liable for any loss, damage, lost data or for special, indirect, If you do not agree to the terms of this License Agreement, 1.3 Prior to commencement of any intrusive exploration the site should be checked for underground utilities. This does not apply to complete sets and sections. (3) Soil or rock-like material - ASTM Standard D420-69. Combining values from the two systems may result in non-conformance with the standard. 3. other than taxes on ASTM's net income, arising out of Licensee's use of the ASTM Product use, and to share such copies with other Authorized Users of Licensee within Licensee's computer network; (c) if an educational institution, Licensee is permitted to provide a A. Standard Guide for Use of the Metal Detection Method for Subsurface Exploration (Withdrawn 2020) Available format (s): Hardcopy, PDF Withdrawn date: 07-07-2020 Language (s): English Published date: 05-01-2011 Publisher: American Society for Testing and Materials Scope General Product Information Standards Referenced By This Book With a Redline you no longer have to spend time trying to determine what has changed in the new standard! April 3, 2017 | Author: Fernando Navarro | Category: N/A, Designation: D 420 98 (Reapproved 2003), Share & Embed "ASTM.D420-98.Recoleccin.pdf". 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: ASTM D420-98; ASTM D420-98 Guide to Site Characterization for Engineering, Design, and Construction Purposes. 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ASTM Volume 04.08 Soil and Rock (I): D420 - D5876 contens: 190 Standards - 1658 Pages - Table of Contens (2018) 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. The Licensee and the Authorized Users are responsible for obtaining at their expense Licensee is solely responsible The investigation may require the collection of sufficiently large soil and rock samples of such quality as to allow adequate testing to determine the soil or rock classification or mineralogic type, or both, and the engineering properties pertinent to the proposed design. 16. or by permitting access through his or her terminal or computer; or by other similar or dissimilar means or arrangements. the terms of this Agreement. More comparison features will be added as we have more versions to compare. The objective of the site characterization should be to identify and locate, both horizontally and vertically, significant soil and rock types and groundwater conditions present within a given site area and to establish the characteristics of the subsurface materials by sampling or in situ testing, or both. The word Standard in the title of this document means only that the document has been approved through the ASTM consensus process. electronic file cannot be emailed, downloaded to disk, copied to another hard drive or 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] Passwords:Licensee must immediately notify ASTM Licensee agrees to reimburse ASTM for the costs incurred in verification and reimburse Inch-pound units are provided in brackets for convenience. That is, the No modification of this Agreement will be binding, unless in writing The word. ASTM-D420 | Standard Guide for Site Characterization for Engineering 1.9This 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. Investigation of slope stability in natural slopes, cuts, and embankments. Subsurface exploration for environmental purposes will be the subject of a separate ASTM document. warranty of merchantability, fitness for a particular purpose or non-infringement 35. of ASTM: (a) distribute or forward a copy (electronic or otherwise) of any article, file, astm standard d420 69 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. 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] 37. 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. 4.1.4Evaluation of slope stability in natural slopes, cuts, and embankments. Subsurface exploration for environmental purposes will be the subject of a . The manual also contains additional information on Document Center Inc. is an authorized dealer of ASTM standards. of ASTM: (a) distribute or forward a copy (electronic or otherwise) of any article, file, in any form; nor may Licensee impose special charges on Authorized Users for use of the 4.1.5Conceptual selection of embankment types and hydraulic barrier requirements. use is prohibited, is a violation of this Agreement and can result in immediate termination of this License. This document cannot replace education or experience and should be used in conjunction with professional judgment. C. ASTM shall use reasonable efforts to make online access 39. prohibited use of which Licensee becomes aware. any other means permitted by law. State regulations are updated quarterly; we currently have two versions available. ASTM Standards. 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. All rights reserved. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design. and/or rights granted under this Agreement. Not all aspects of this guide may be applicable in all circumstances. Redlines save you time and ensure you see what the changes are to the standard. the copyright notice is not permitted. Title 40 Part 261 Appendix I Code of Federal Regulations - ECFR.io independently administered multiple locations within one city; or an organization or 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. ASTM International - ASTM D420-98 - Guide to Site - GlobalSpec Standards are available from ASTM, 1916 Race St., Philadelphia, PA Please allow 4-7 weeks for delivery. Copyright 1996 - 2023 ASTM. Document, except for normal printing/copying costs where such reproduction is authorized Licensee agrees to 1.1 This guide refers to ASTM methods by which soil, rock, and groundwater conditions may be determined. international destinations. By purchasing a subscription and clicking through this agreement, you are entering into of individual Documents, or portions of such Documents for the Authorized User's personal Astm D420-18 | PDF If evidence of unknown potentially hazardous or otherwise contaminated materials or conditions are encountered in the course of the site characterization, work shall be interrupted until the circumstances have been evaluated and revised instructions issued. Phone: 650-591-7600 27. 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. Inclusion of print or electronic copies in coursepacks or electronic reserves, Code 261 app I - Representative Sampling Methods. 1.2 Laboratory testing of soil, rock, and groundwater samples is specified by other ASTM standards not listed herein. verification reveals unlicensed or prohibited use of the ASTM Products or Documents, hard copy of individual Documents to individual students (Authorized Users) in a class at Licensee's location; (d) the right to display, download and distribute hard copies 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. This Agreement will remain in effect The individual Document downloaded Open navigation menu. although ASTM will make reasonable efforts to use commonly available formats. the copyright notice or other notice contained in the ASTM Product or Documents. Should evidence of potentially hazardous or otherwise contaminated materials or conditions be encountered in the course of the investigation, work should be interrupted until the circumstances have been evaluated and revised instructions issued before resumption.
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