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ASTM E1368-00

(Practice)

Standard Practice for Visual Inspection of Asbestos Abatement Projects

Standard Practice for Visual Inspection of Asbestos Abatement Projects

SCOPE
1.1 This practice covers the following procedures for performing visual inspections on asbestos abatement projects:
1.1.1 Establishing the need for the extent of the required abatement before the work begins.
1.1.2 Determining the progress of the work and the quality of work procedures during the work, and
1.1.3 Evaluating the completeness of the abatement and the cleanliness of the work area prior to, and subsequent to, final air testing for clearance.
1.2 The procedures discussed herein are intended to be used on a project performed under a contract between a building owner and an abatement contractor.
1.2.1 The responsibilities of the possible participants in such a project such as an architect, construction engineer, consultant, industrial hygienist, and a testing laboratory, should be described in the contract documents.
1.2.2 The concepts and methods are also applicable in varying degrees to repair and maintenance operations (small-scale), including work performed by the building owner's employees.
1.3 This practice provides the following information:  
1.3.1 The objectives of the visual inspection process;  
1.3.2 The responsibilities and qualifications of the individuals involved in the visual inspection,  
1.3.3 The schedule of visual inspection activities during an abatement project and operations and maintenance (O∧and;M) work;  
1.3.4 The inspection procedures for the various types of abatement work and O∧and;M tasks; and  
1.3.5 The criteria for certifying work as complete on the basis of the visual inspections.  
1.4 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. For specific hazard statements, see Section 13.

General Information

Status
Historical
Publication Date
09-Apr-2000
ICS
13.030.30 - Special wastes
Technical Committee
D22 - Air Quality
Drafting Committee
D22.07 - Sampling, Analysis, Management of Asbestos, and Other Microscopic Particles
Current Stage
Ref Project

Relations

Replaced By
ASTM E1368-02 - Standard Practice for Visual Inspection of Asbestos Abatement Projects
Effective Date
10-Jul-2002

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ASTM E1368-00 - Standard Practice for Visual Inspection of Asbestos Abatement ProjectsASTM E1368-00 - Standard Practice for Visual Inspection of Asbestos Abatement Projects
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ASTM E1368-00 - Standard Practice for Visual Inspection of Asbestos Abatement Projects
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Standards Content (Sample)

Designation: E 1368 – 00 An American National Standard
Standard Practice for
1
Visual Inspection of Asbestos Abatement Projects
This standard is issued under the fixed designation E 1368; 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.
1. Scope responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
1.1 This practice covers procedures for performing visual
bility of regulatory limitations prior to use. For specific hazard
inspections of asbestos response actions to:
statements, see Section 13.
1.1.1 Establish the extent of the required work before it
begins;
2. Referenced Documents
1.1.2 Determine the progress and quality of the work and
2.1 ASTM Standards:
evaluate the completeness of the response action; and
2
E 631 Terminology of Building Constructions
1.1.3 Evaluate the cleanliness of the work area prior to final
E 736 Test Method for Cohesion/Adhesion of Sprayed Fire-
air testing for clearance (if performed), and subsequent to
2
Resistive Materials Applied to Structural Members
dismantling of critical barriers.
E 1494 Practice for Encapsulants for Spray-or-Trowel-
1.2 This practice can be used on an abatement project, or for
2
Applied Friable Asbestos-Containing Building Materials
operations and maintenance (O&M) work, performed by the
2.2 Other Documents:
building owner’s staff. It can also be used in conjunction with
EPA 560/5-85-024 Guidance for Controlling Asbestos-
contract documents between the building owner and other
3
Containing Materials in Buildings
parties involved in an abatement project.
EPA 20T-2003 Managing Asbestos in Place: A Building
NOTE 1—Standard contract documents (such as AIA and EJCDC
Owner’s Guide to Operations and Maintenance Programs
documents) define contractual relationships and responsibilities for
3
for Asbestos-Containing Materials
projects within the construction industry. Asbestos abatement projects
40 CFR Part 61 National Emission Standards for Hazardous
differ from traditional construction projects in the manner of their design
3
Air Pollutants: Subpart M—Asbestos
and execution, as well as in the type and level of oversight required to
40 CFR Part 763 Asbestos-Containing Materials in Schools
substantiate their successful completion. Non-traditional responsibilities
are given to the building owner, project designer, and abatement contrac-
and Model Accreditation Plan (EPA AHERA Regula-
3
tor by this practice. Furthermore, responsibilities related to project
tions)
oversight, inspections, and approvals are placed upon an additional
29 CFR 1910.1001 Occupational Exposure to Asbestos
non-traditional representative of the building owner; the project inspector,
3
(OSHA General Industry Standard)
as defined by this practice. All parties are cautioned that the subject
29 CFR 1915.1001 Occupational Exposure to Asbestos
authorities and corresponding responsibilities be understood, mutually
3
(OSHA Shipyard Standard)
agreed upon, and correspondingly addressed with appropriate modifica-
tions, if necessary, to the contract documents for a specific project. 29 CFR 1926.1101 Occupational Exposure to Asbestos
3
(OSHA Construction Standard)
1.3 This practice provides the following information:
Guidance Manual: Asbestos Operations and Maintenance
1.3.1 The objectives of the visual inspection process;
4
Work Practices
1.3.2 The responsibilities and qualifications of the individu-
Asbestos Abatement and Management in Buildings: Model
als involved in the visual inspections;
4
Guide Specification
1.3.3 The schedule of visual inspection activities during an
abatement project and O&M work;
3. Terminology
1.3.4 The inspection procedures for the various types of
3.1 Definitions—For definitions of building terms, see Ter-
abatement work and O&M tasks; and
minology E 631.
1.3.5 The criteria for certifying work as complete on the
3.2 Definitions of Terms Specific to This Standard:
basis of the visual inspections.
3.2.1 asbestos-containing materials—material containing
1.4 This standard does not purport to address all of the
more than one percent asbestos.
safety concerns, if any, associated with its use. It is the
3.2.1.1 surfacing material, n—material that is sprayed,
1
This practice is under the jurisdiction of ASTM Committee E-6 on Performance
2
of Building Constructionsand is the direct responsibility of Subcommittee E06.24 Annual Book of ASTM Standards, Vol 04.11.
3
on Building Preservation and Rehabilitation Technology. Available from Superintendent of Documents, U.S. Government Printing
Current edition approved April 10, 2000. Published July 2000. Originally Office, Washington, DC 20402.
4
published as E 1368 – 90. Last previous edition E 1368 – 99. Available from National Instit
...

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5.1 This practice applies to response actions for all types of asbestos-containing materials, including surfacing materials, thermal systems insulation, and miscellaneous materials, whether friable or not, regardless of the quantities involved and the reason for conducting the response action.  
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5.2.1.1 Extent of ACM within Scope of Work—The building survey which is intended to locate and quantify asbestos-containing materials is not properly called a “visual inspection” within the context of this practice. To define the extent of ACM involved, a building survey is a necessary prelude to the first step of the visual inspection process. The building survey, which ma...
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1.1.1 Establish the extent of the required work before it begins;  
1.1.2 Determine the progress and quality of the work and evaluate the completeness of the response action; and  
1.1.3 Evaluate the cleanliness of the work area prior to final air testing for clearance (if performed), and subsequent to dismantling of critical barriers.  
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4.1 The analysis of trace elements is often a regulatory and process-specific requirement for facilities utilizing LHWF. With proper instrument standardization, set-up, and quality control, this test method provides the user an accurate, rapid, nondestructive method for trace element determinations.
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1.1 This test method applies to the determination of trace element concentrations by energy-dispersive X-ray fluorescence (EDXRF) spectrometry in typical liquid hazardous waste fuels (LHWF) used by industrial furnaces.  
1.2 This test method has been used successfully on numerous samples of LHWF that are mixtures of solvents, oils, paints, and pigments for the determination of the following elements: Ag, As, Ba, Cd, Cr, Hg, Ni, Pb, Sb, Se, and Tl.  
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5.1 Most facilities disposing or using waste materials are prohibited from handling wastes that contain radioactive materials. This practice provides the user a rapid method for screening waste material for the presence or absence of radioactivity at user-established levels that consider background radiation and the intended use of the screening method. It is important to these facilities to be able to verify generator-supplied information in regard to radiation and to meet worker health and safety needs.
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1.3 This practice may or may not be suitable for applications such as site assessments and remediation activities, depending on the data quality objectives or intended use.  
1.4 The values stated in SI units are to be regarded as the standard.  
1.5 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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5.1 This practice applies to response actions for all types of asbestos-containing materials, including surfacing materials, thermal systems insulation, and miscellaneous materials, whether friable or not, regardless of the quantities involved and the reason for conducting the response action.  
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1.2.1 Hydrocarbon mixtures such as kerosene and mineral spirits.  
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SCOPE
1.1 This guide provides guidance for the types and extent of testing that would be involved in characterizing the physical and chemical nature of spent nuclear fuel (SNF) in support of its interim storage, transport, and disposal in a geologic repository. This guide applies primarily to commercial light water reactor (LWR) spent fuel and spent fuel from weapons production, although the individual tests/analyses may be used as applicable to other spent fuels such as those from research reactors, test reactors, molten salt reactors and mixed oxide (MOX) spent fuel. The testing is designed to provide information that supports the design, safety analysis, and performance assessment of a geologic repository for the ultimate disposal of the SNF.  
1.2 The testing described includes characterization of such physical attributes as physical appearance, weight, density, shape/geometry, degree, and type of SNF cladding damage. The testing described also includes the measurement/examination of such chemical attributes as radionuclide content, microstructure, and corrosion product content, and such environmental response characteristics as drying rates, oxidation rates (in dry air, water vapor, and liquid water), ignition temperature, and dissolution/degradation rates. Not all of the characterization tests described herein must necessarily be performed for any given analysis of SNF performance for interim storage, transportation, or geological repository disposal, particularly in areas where an extensive body of literature already exists for the parameter of interest in the specific service condition.  
1.3 It is assumed in formulating the SNF characterization activities in this guide that the SNF has been stored in an interim storage facility at some time between reactor discharge and dry transport to a repository. The SNF may have been stored either wet (for example, a spent fuel pool), or dry (for example, an independent spent f...

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ASTM
ASTM D6232-21(Guide)
Standard Guide for Selection of Sampling Equipment for Waste and Contaminated Media Data Collection Activities

SIGNIFICANCE AND USE
5.1 Although many technical papers address topics important to efficient and accurate sampling investigations (DQOs, study design, QA/QC, data assessment; see Guides D4687, D5730, D6009, D6051, and Practice D5283), the selection and use of appropriate sampling equipment is assumed or omitted.  
5.2 The choice of sampling equipment can be crucial to the task of collecting a sample appropriate for the intended use.  
5.3 When a sample is collected, all sources of potential bias should be considered, not only in the selection and use of the sampling device, but also in the interpretation and use of the data generated. Some major considerations in the selection of sampling equipment for the collection of a sample are listed below:  
5.3.1 The ability to access and extract from every relevant location in the target population,  
5.3.2 The ability to collect a sufficient mass of sample such that the distribution of particle sizes in the population are represented, and  
5.3.3 The ability to collect a sample without the addition or loss of constituents of interest.  
5.4 The characteristics discussed in 5.3 are particularly important in investigations when the target population is heterogeneous, such as when particle sizes vary, liquids are present in distinct phases, a gaseous phase exists, or materials from different sources are present in the population. The consideration of these characteristics during the equipment selection process will enable the data user to make appropriate statistical inferences about the target population based on the sampling results.  
5.5 If samples are to be collected for the determination of per- and poly-fluorinated alkyl substances (PFAS), all sampling equipment should be made of fluorine-free materials. Other considerations for PFAS sampling may exist but are beyond the scope of this standard.
SCOPE
1.1 This guide covers criteria which should be considered when selecting sampling equipment for collecting environmental and waste samples for waste management activities. This guide includes a list of equipment that is used and is readily available. Many specialized sampling devices are not specifically included in this guide. However, the factors that should be weighed when choosing any piece of equipment are covered and remain the same for the selection of any piece of equipment. Sampling equipment described in this guide includes automatic samplers, pumps, bailers, tubes, scoops, spoons, shovels, dredges, coring, augering, passive, and vapor sampling devices. The selection of sampling locations is outside the scope of this guide.  
1.1.1 Table 1 lists selected equipment and its applicability to sampling matrices, including water (surface and ground), sediments, soils, liquids, multi-layered liquids, mixed solid-liquid phases, and consolidated and unconsolidated solids. The guide does not specifically address the collection of samples of any suspended materials from flowing rivers or streams. Refer to Guide D4411 for more information.  
1.2 Table 2 presents the same list of equipment and its applicability for use based on compatibility of sample and equipment; volume of the sample required; physical requirements such as power, size, and weight; ease of operation and decontamination; and whether it is reusable or disposable.  
1.3 Table 3 provides the basis for selection of suitable equipment by the use of an index.  
1.4 Lists of advantages and disadvantages of selected sampling devices and line drawings and narratives describing the operation of sampling devices are also provided.  
1.5 Units—The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026. Reporting of test results in units other than SI shall not be regarded as nonconformance with this standard. ...

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