ASTM D6168-1997(2010) 5625 Standard Guide for Selection of Minimum Set of Data Elements Required to Identify Locations Chosen for Field Collection of Information to Describe Soil R.pdf
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1、Designation: D6168 97 (Reapproved 2010)Standard Guide forSelection of Minimum Set of Data Elements Required toIdentify Locations Chosen for Field Collection ofInformation to Describe Soil, Rock, and Their ContainedFluids1This standard is issued under the fixed designation D6168; the number immediate
2、ly following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This guid
3、e2covers factors to consider for the selectionof the minimum set of data elements required for the accuratelocation and cataloging of information collected for geologicalscience (geoscience) investigations, which includes geoecol-ogy.1.1.1 Geoscience investigations include soil surveys, foun-dation
4、investigations, geologic studies, hydrologic evaluations,environmental appraisals, contamination inquiries, archaeo-logical surveys, and other studies that involve the soil, rock,and contained fluids from the lands surface to any exploreddepth underground.1.2 A unique geoscience data location, on or
5、 below theearths surface, can be described by X, Y, and Z coordinatesand by that method establish the dimensional relationship todata of a similar nature. Additional location informationneeded depends upon the type of geoscience data collectionlocality.1.2.1 The basic type is a single position descr
6、ibed by finiteX, Y, and Z coordinates. The X, Y, and Z coordinates uniquelyposition the location on or below the earths surface.NOTE 1An example is the latitude and longitude in horizontalcoordinates and the altitude (or elevation) in vertical distance of aground-water location or site. Data collect
7、ed at the site, for example, waterlevels, are measured by the vertical interval as referenced to the altitude.1.2.2 Another type of location is described by finite X andY coordinates that has multiple vertically positioned Z coordi-nates. This is equivalent to the location type described in 1.2.1,ex
8、cept that multiple vertical dimensions are stated as Zcoordinates, rather than vertical intervals.NOTE 2An example is latitude, longitude, and multiple altitudes of asoil sampling location or site. Each altitude represents a different samplingposition that has the same latitude and longitude coordin
9、ate. The upperand lower limit of a sampling interval can be expressed by altitudes.1.2.3 Another type is a location described by finite X and Ycoordinates with multiple Z coordinates that are not verticallyoriented from X and Y coordinates.NOTE 3An example is a slanted borehole where the top is at a
10、different latitude and longitude coordinate than the sampling positions inthe hole. Methods of describing these sampling points are: treat eachposition as a separate location with finite latitude, longitude, and altitudevalues; describe the horizontal deviation of the sampling point from thefinite l
11、atitude and longitude coordinates at the top of the borehole.1.2.4 Another type is a location with considerable horizon-tal dimension that cannot be described by a finite X and Ycoordinate, however, a single Z coordinate may be acceptable.NOTE 4Examples are sinkholes, waste disposal pits, septic sys
12、tems,underground injection facilities, mines, archaeological sites, and someponds or lakes. These locations can be described by including additionalinformation that gives the horizontal components of the location alongwith the latitude, longitude, and altitude coordinates or by multiple sets ofX and
13、 Y coordinates that encompass the location.1.3 Additional key data elements are needed to simplify theidentification and cataloging of the geoscience data.1.3.1 These elements describe political entities, datasources, and individual characteristics of the location.NOTE 5The data assist in file organ
14、ization by placing the informationinto logical categories and to further identify the geoscience location byuse of familiar terminology. A carefully designed minimum set of dataelements contributes to the recoverability and the future value of the entiredata file.1.4 This standard does not purport t
15、o address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.5 This guide offers an organized collection of in
16、formationor a series of options and does not recommend a specificcourse of action. This guide cannot replace education or1This guide is under the jurisdiction ofASTM Committee D18 on Soil and Rockand is the direct responsibility of Subcommittee D18.21 on Ground Water andVadose Zone Investigations.Cu
17、rrent edition approved July 1, 2010. Published September 2010. Originallyapproved in 1997. Last previous edition approved in 2004 as D616897(2004).DOI: 10.1520/D6168-97R10.2As defined by ASTMa guide is a series of options or instructions that do notrecommend a specific course of action. The purpose
18、of a guide is to offer guidance,based on a consensus of view-points, but not to establish a fixed procedure.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.experience and should be used in conjunction with professionaljudgment. Not a
19、ll aspects of this guide may be applicable in allcircumstances. This guide is not intended to represent orreplace the standard of care by which the adequacy of a givenprofessional service must be judged, nor should this guide beapplied without consideration of a projects many uniqueaspects. The word
20、 “Standard” in the title of this documentmeans only that the document has been approved through theASTM consensus process.2. Referenced Documents2.1 ASTM Standards:3D420 Guide to Site Characterization for Engineering De-sign and Construction PurposesD653 Terminology Relating to Soil, Rock, and Conta
21、inedFluidsD2487 Practice for Classification of Soils for EngineeringPurposes (Unified Soil Classification System)D2488 Practice for Description and Identification of Soils(Visual-Manual Procedure)D2607 Classification of Peats, Mosses, Humus, and RelatedProducts4D3282 Practice for Classification of S
22、oils and Soil-Aggregate Mixtures for Highway Construction PurposesD3740 Practice for Minimum Requirements for AgenciesEngaged in Testing and/or Inspection of Soil and Rock asUsed in Engineering Design and ConstructionD4083 Practice for Description of Frozen Soils (Visual-Manual Procedure)D4220 Pract
23、ices for Preserving and Transporting SoilSamplesD4427 Classification of Peat Samples by Laboratory Test-ingD4448 Guide for Sampling Ground-Water MonitoringWellsD4700 Guide for Soil Sampling from the Vadose ZoneD4879 Guide for Geotechnical Mapping of Large Under-ground Openings in RockD5092 Practice
24、for Design and Installation of Ground WaterMonitoring WellsD5254 Practice for Minimum Set of Data Elements toIdentify a Ground-Water SiteD5299 Guide for Decommissioning of Ground Water Wells,Vadose Zone Monitoring Devices, Boreholes, and OtherDevices for Environmental ActivitiesD5408 Guide for Set o
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