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ASTM D3740-03

(Practice)

Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

SCOPE
1.1 This practice establishes minimum qualifications for agencies engaged in the testing and inspection of soil and rock. Minimum requirements for field and laboratory personnel are defined. The practice also covers the establishment and maintenance of a quality system.
1.2 Criteria are provided for evaluating the capability of an agency to properly perform designated tests on soil and rock, and for establishing essential characteristics pertaining to an agency's organization, personnel, facilities, and quality system. This practice may be supplemented by more specific criteria and requirements for particular projects.
1.3 This practice can be used as a basis to evaluate testing and inspection agencies, or both, and is intended for use for the qualifying or accrediting, or both, of testing or inspection agencies, public or private, engaged in the testing and inspection of soil and rock as used in engineering design and construction.
1.4 This practice is applicable to all standards promulgated by Committee D18 whether or not mentioned in the Referenced Document Section.
1.5 This practice is not intended to apply to agencies engaged in chemical testing of soil, rock, and contained fluid. The minimum requirement for those agencies can be found in Specification D 5522.
1.6 This 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.
1.7 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. 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. The word "Standard" in the title of this document means only that the document has been approved through the ASTM consensus process.

General Information

Status
Historical
Publication Date
30-Nov-2003
ICS
03.120.20 - Product and company certification. Conformity assessment
Technical Committee
D18 - Soil and Rock
Drafting Committee
D18.99 - Quality Control
Current Stage
Ref Project

Relations

Replaces
ASTM D3740-01 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
Effective Date
01-Dec-2003
Replaced By
ASTM D3740-04 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
Effective Date
01-Feb-2004
Referred By
ASTM D5520-18 - Standard Test Method for Laboratory Determination of Creep Properties of Frozen Soil Samples by Uniaxial Compression
Effective Date
01-Dec-2003
Referred By
ASTM D1143/D1143M-20 - Standard Test Methods for Deep Foundation Elements Under Static Axial Compressive Load
Effective Date
01-Dec-2003
Referred By
ASTM D6429-23 - Standard Guide for Selecting Surface Geophysical Methods
Effective Date
01-Dec-2003
Referred By
ASTM D4511-11(2020) - Standard Test Method for Hydraulic Conductivity of Essentially Saturated Peat
Effective Date
01-Dec-2003
Referred By
ASTM D6089-19 - Standard Guide for Documenting a Groundwater Sampling Event
Effective Date
01-Dec-2003
Referred By
ASTM D6938-23 - Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)
Effective Date
01-Dec-2003
Referred By
ASTM D4253-16e1 - Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table
Effective Date
01-Dec-2003
Referred By
ASTM D6035/D6035M-19 - Standard Test Methods for Determining the Effect of Freeze-Thaw on Hydraulic Conductivity of Compacted or Intact Soil Specimens Using a Flexible Wall Permeameter
Effective Date
01-Dec-2003
Referred By
ASTM D4254-16 - Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density
Effective Date
01-Dec-2003
Referred By
ASTM D5881-20 - Standard Practice for (Analytical Procedures) Determining Transmissivity of Confined Nonleaky Aquifers by Critically Damped Well Response to Instantaneous Change in Head (Slug)
Effective Date
01-Dec-2003
Referred By
ASTM D3966/D3966M-22 - Standard Test Methods for Deep Foundation Elements Under Static Lateral Load
Effective Date
01-Dec-2003
Referred By
ASTM D4623-16 - Standard Test Method for Determination of In Situ Stress in Rock Mass by Overcoring Method—Three Component Borehole Deformation Gauge
Effective Date
01-Dec-2003
Referred By
ASTM D5785/D5785M-20 - Standard Practice for (Analytical Procedure) for Determining Transmissivity of Confined Nonleaky Aquifers by Underdamped Well Response to Instantaneous Change in Head (Slug Test)
Effective Date
01-Dec-2003

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ASTM D3740-03 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and ConstructionASTM D3740-03 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
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ASTM D3740-03 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: D 3740 – 03
Standard Practice for
Minimum Requirements for Agencies Engaged in the
Testing and/or Inspection of Soil and Rock as Used in
1
Engineering Design and Construction
This standard is issued under the fixed designation D 3740; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* intended to represent or replace the standard of care by which
the adequacy of a given professional service must be judged,
1.1 This practice establishes minimum qualifications for
nor should this document be applied without consideration of
agencies engaged in the testing and inspection of soil and rock.
a project’s many unique aspects. The word “Standard” in the
Minimum requirements for field and laboratory personnel are
title of this document means only that the document has been
defined. The practice also covers the establishment and main-
approved through the ASTM consensus process.
tenance of a quality system.
1.2 Criteria are provided for evaluating the capability of an
2. Referenced Documents
agency to properly perform designated tests on soil and rock,
2
2.1 ASTM Standards:
and for establishing essential characteristics pertaining to an
C 1077 Practice for Laboratories Testing Concrete and Con-
agency’s organization, personnel, facilities, and quality system.
crete Aggregate for Use in Construction and Criteria for
This practice may be supplemented by more specific criteria
Laboratory Evaluation
and requirements for particular projects.
D 422 Test Method for Particle-Size Analysis of Soils
1.3 This practice can be used as a basis to evaluate testing
D 558 Test Methods for Moisture-Density Relations of
and inspection agencies, or both, and is intended for use for the
Soil-Cement Mixtures
qualifying or accrediting, or both, of testing or inspection
D 559 Test Methods for Wetting and Drying Compacted
agencies, public or private, engaged in the testing and inspec-
Soil-Cement Mixtures
tion of soil and rock as used in engineering design and
D 560 Test Methods for Freezing and Thawing Compacted
construction.
Soil-Cement Mixtures
1.4 This practice is applicable to all standards promulgated
D 653 Terminology Relating to Soil, Rock and Contained
by Committee D18 whether or not mentioned in the Refer-
Fluids
enced Document Section.
D 698 Test Method for Laboratory Compaction Character-
1.5 This practice is not intended to apply to agencies
3
istics of Soil Using Standard Effort (12,4000 ft-lbf/ft (600
engaged in chemical testing of soil, rock, and contained fluid.
3
kN-m/m ))
The minimum requirement for those agencies can be found in
D 854 Test Method for Specific Gravity of Soil Solids by
Specification D 5522.
Water Pycnometer
1.6 This standard does not purport to address all of the
D 1557 Test Method for Laboratory Compaction Character-
safety concerns, if any, associated with its use. It is the
3
istics of Soil Using Modified Effort (56,000 ft-lbf/ft
responsibility of the user of this standard to establish appro-
3
(2,700 kN-m/m ))
priate safety and health practices and determine the applica-
D 1883 Test Method for CBR (California Bearing Ratio) of
bility of regulatory limitations prior to use.
Laboratory-Compacted Soils
1.7 This practice offers a set of instructions for performing
D 2166 Test Method for Unconfined Compressive Strength
one or more specific operations. This document cannot replace
of Cohesive Soil
education or experience and should be used in conjunction
D 2419 Test Method for Sand Equivalent Value of Soils and
with professional judgment. Not all aspects of this practice may
Fine Aggregate
be applicable in all circumstances. This ASTM standard is not
1 2
This practice is under the jurisdiction of ASTM Committee D18 on Soil and For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Rock and is the direct responsibility of Subcommittee D18.99 on Quality Control. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Dec. 1, 2003. Published December 2003. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 1978. Last previous edition approved in 2001 as D 3740 – 01. the ASTM website.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D3740–03
D 2435 Test Method for One-Dimensional Consolidation D 4611 Test Method
...

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Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

SIGNIFICANCE AND USE
4.1 This practice provides the basic minimum criteria for use in evaluating the qualifications of a testing or inspection agency, or both, for soil and rock. The criteria may be supplemented by more specific criteria and requirements. An individual user can also use it to judge the qualification of an agency. The existence of a formal accrediting body such as a federal, state, or independent agency is not necessary for the use of this standard.
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SCOPE
1.1 This practice establishes minimum qualifications for agencies engaged in the testing and inspection of soil and rock. Minimum requirements for field and laboratory personnel are defined. The practice also covers the establishment and maintenance of a quality system.  
1.2 Criteria are provided for evaluating the capability of an agency to properly perform designated tests on soil and rock, and for establishing essential characteristics pertaining to an agency's organization, personnel, facilities, and quality system. This practice may be supplemented by more specific criteria and requirements for particular projects.  
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1.4 To qualify for accreditation to this standard, the agency must include at least five standards relating to testing methods, inspection methods, or both, from the standards covered under the jurisdictions of Committee D18, in its certificate of accreditation.  
1.5 This practice is applicable to all standards which include a reference to Practice D3740.  
1.6 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.7 This 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.8 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. 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. The word “Standard” in the title of this document means only that the document has been approved through the ASTM consensus process.  
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Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

SIGNIFICANCE AND USE
4.1 This practice provides the basic minimum criteria for use in evaluating the qualifications of a testing or inspection agency, or both, for soil and rock. The criteria may be supplemented by more specific criteria and requirements. An individual user can also use it to judge the qualification of an agency. The existence of a formal accrediting body such as a federal, state, or independent agency is not necessary for the use of this standard.
Note 1: Users of this practice should be aware that certain of these requirements may not be achievable and/or applicable to work performed outside of the United States of America (U.S.A.). In such cases, users should make sure that all necessary modifications are made to these requirements such as to render them appropriate to each specific set of circumstances.  
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1.2 Criteria are provided for evaluating the capability of an agency to properly perform designated tests on soil and rock, and for establishing essential characteristics pertaining to an agency's organization, personnel, facilities, and quality system. This practice may be supplemented by more specific criteria and requirements for particular projects.  
1.3 This practice can be used as a basis to evaluate testing and inspection agencies, or both, and is intended for use for the qualifying or accrediting, or both, of testing or inspection agencies, public or private, engaged in the testing and inspection of soil and rock as used in engineering design and construction.  
1.4 To qualify for accreditation to this standard, the agency must include at least five standards relating to testing methods, inspection methods, or both, from the standards covered under the jurisdictions of Committee D18, in its certificate of accreditation.  
1.5 This practice is applicable to all standards which include a reference to Practice D3740.  
1.6 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.7 This 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
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