ASTM E3294-23
(Guide)Standard Guide for Forensic Analysis of Geological Materials by Powder X-Ray Diffraction
Standard Guide for Forensic Analysis of Geological Materials by Powder X-Ray Diffraction
SIGNIFICANCE AND USE
5.1 The overarching goals of the forensic analysis of geological materials include (A) identification of an unknown material (see 11.3), (B) analysis of soils, sediments, or rocks to restrict their possible geographic origins as part of a provenance analysis (see 11.4), and (C) comparison of two or more samples to assess if they could have originated from the same source or to exclude a common source based on observation of exclusionary differences (see 11.5). XRD is only one analytical method that can be applied to the evidentiary samples in service of these distinct goals. Guidance for the analysis of forensic geological materials can be found in Refs (2-4).
5.2 Within the analytical scheme of geological materials, XRD analysis is used to: identify the crystalline components within a sample; identify the crystalline components separated from a mixture, typically clay-sized material (see 8.8), or a selected particle class for which additional analysis is needed (see 8.11); or compare two or more samples based on the identified crystalline phases or diffraction patterns (see 11.5).
5.2.1 Non-destructive XRD analysis can be performed in situ on geological material adhering to a substrate (see 8.12.3).
5.2.2 The most common forensic applications of XRD to geological materials are (A) identification or confirmation of a selected phase or fraction of a sample (see 8.12), (B) identification of minerals in the clay-sized fractions of soils (see 8.8), and (C) identification of the phases of the hydrated cement component of concrete or mortar.
5.3 This guide is intended to be used with other methods of analysis (for example, polarized light microscopy, scanning electron microscopy, palynology) within a more comprehensive analytical scheme for the forensic analysis or comparison of geological materials.
5.3.1 Comprehensive criteria for forensic comparisons of geological material integrating multiple analytical methods and provenance estimations (see 11.4) are ...
SCOPE
1.1 This guide covers techniques and procedures for the use of powder X-ray diffraction (XRD) in the forensic analysis of geological materials (to include soils, rocks, sediments, and materials derived from them such as concrete), to enable non-consumptive identification of solid crystalline materials present as single components or multi-component mixtures.
1.2 This guide makes recommendations for the preparation of geological materials for powder XRD analysis with adaptations for samples of limited quantity, instrumental configuration to generate high-quality XRD data, identification of crystalline materials by comparison to published diffraction data, and forensic comparison of XRD patterns from two or more samples of geological materials to support criminal investigations.
1.3 Units—The values stated in SI units are to be regarded as standard. Other units are avoided, in general, but there is a long-standing tradition of expressing X-ray wavelengths and lattice spacing in units of Ångströms (Å). One Ångström = 10–10 meter (m) = 0.1 nanometer (nm).
1.4 This standard is intended for use by competent forensic science practitioners with the requisite formal education, discipline-specific training (see Practice E2917), and demonstrated proficiency to perform forensic casework.
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.
1.6 This 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.
General Information
- Status
- Published
- Publication Date
- 31-Oct-2023
- Technical Committee
- E30 - Forensic Sciences
- Drafting Committee
- E30.01 - Criminalistics
Relations
- Effective Date
- 01-Nov-2023
- Effective Date
- 01-Feb-2024
- Effective Date
- 01-Jun-2019
Overview
ASTM E3294-23: Standard Guide for Forensic Analysis of Geological Materials by Powder X-Ray Diffraction (XRD) provides standardized guidance for forensic scientists conducting examinations of soils, rocks, sediments, and materials derived from them, including concrete and mortar. Developed by ASTM International, this guide establishes best practices for the application of powder X-ray diffraction-a non-destructive technique-to identify and compare crystalline components in geological evidence. The standard ensures chain of custody and data integrity for forensic investigations, supporting source identification, provenance analysis, and sample comparison.
Key Topics
- Forensic Goals: The guide outlines approaches to:
- Identify unknown geological materials (including soils, rocks, sediments, and derived products)
- Restrict possible geographic origins (provenance analysis)
- Compare samples to determine if they originate from a common or distinct source
- XRD Role:
- Identify crystalline phases present in casework samples, including clay-size minerals and components of construction materials
- Compare diffraction patterns for forensic comparisons
- Perform in situ, non-consumptive analysis of trace evidence on diverse substrates
- Sample Handling:
- Preparation techniques for powdered samples, including adaptations for small or scant evidentiary samples often found in forensic casework
- Use of specialized holders and reference materials to assure data quality and reproducibility
- Data Analysis:
- Procedures for collecting, processing, and interpreting XRD patterns using both manual and automated methods
- Quality assurance and method validation, in alignment with ISO/IEC 17025:2017 requirements for forensic testing laboratories
- Safety and Competence:
- Emphasizes operator safety and the need for practitioners to maintain professional training and demonstrated proficiency
- Addresses proper use of equipment and awareness of potential hazards from ionizing radiation (X-rays)
Applications
Powder X-ray diffraction, as described in ASTM E3294-23, plays a critical role in forensic geology. Typical applications include:
- Soil and Sediment Analysis: Identifying mineral composition and characteristics to associate or exclude sources in criminal investigations such as kidnapping, homicide, and property crime.
- Provenance Studies: Constraining the geographic origin of geological evidence by matching mineralogical fingerprints with known reference locations.
- Comparison of Materials: Assessing whether soil or dust found on evidence items (shoes, shovels, vehicles) is consistent with known locations or with other evidentiary samples.
- Concrete and Cement Phases: Identifying and comparing phases in hydrated cements, important in investigations involving building materials or structural failures.
- Trace Evidence: Analyzing small quantities or micro-samples while preserving material integrity for subsequent analysis.
This standard emphasizes multimodal analysis, recommending XRD in conjunction with techniques such as polarized light microscopy, scanning electron microscopy, and palynology for more robust forensic interpretations.
Related Standards
To ensure comprehensive and reliable forensic analysis, ASTM E3294-23 should be used alongside:
- ASTM C1365: Determination of Phases in Portland Cement using XRD
- ASTM D934: Identification of Crystalline Compounds in Water-Formed Deposits by X-Ray Diffraction
- ASTM E2917: Practice for Forensic Science Practitioner Training and Professional Development
- ASTM E3272: Guide for Collection of Soils and Geological Evidence for Criminal Forensic Applications
- ISO/IEC 17025:2017: General Requirements for the Competence of Testing and Calibration Laboratories
By adhering to ASTM E3294-23, forensic laboratories ensure meticulous, repeatable, and court-defensible analyses of geological materials, supporting the integrity of criminal investigations and legal proceedings.
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Frequently Asked Questions
ASTM E3294-23 is a guide published by ASTM International. Its full title is "Standard Guide for Forensic Analysis of Geological Materials by Powder X-Ray Diffraction". This standard covers: SIGNIFICANCE AND USE 5.1 The overarching goals of the forensic analysis of geological materials include (A) identification of an unknown material (see 11.3), (B) analysis of soils, sediments, or rocks to restrict their possible geographic origins as part of a provenance analysis (see 11.4), and (C) comparison of two or more samples to assess if they could have originated from the same source or to exclude a common source based on observation of exclusionary differences (see 11.5). XRD is only one analytical method that can be applied to the evidentiary samples in service of these distinct goals. Guidance for the analysis of forensic geological materials can be found in Refs (2-4). 5.2 Within the analytical scheme of geological materials, XRD analysis is used to: identify the crystalline components within a sample; identify the crystalline components separated from a mixture, typically clay-sized material (see 8.8), or a selected particle class for which additional analysis is needed (see 8.11); or compare two or more samples based on the identified crystalline phases or diffraction patterns (see 11.5). 5.2.1 Non-destructive XRD analysis can be performed in situ on geological material adhering to a substrate (see 8.12.3). 5.2.2 The most common forensic applications of XRD to geological materials are (A) identification or confirmation of a selected phase or fraction of a sample (see 8.12), (B) identification of minerals in the clay-sized fractions of soils (see 8.8), and (C) identification of the phases of the hydrated cement component of concrete or mortar. 5.3 This guide is intended to be used with other methods of analysis (for example, polarized light microscopy, scanning electron microscopy, palynology) within a more comprehensive analytical scheme for the forensic analysis or comparison of geological materials. 5.3.1 Comprehensive criteria for forensic comparisons of geological material integrating multiple analytical methods and provenance estimations (see 11.4) are ... SCOPE 1.1 This guide covers techniques and procedures for the use of powder X-ray diffraction (XRD) in the forensic analysis of geological materials (to include soils, rocks, sediments, and materials derived from them such as concrete), to enable non-consumptive identification of solid crystalline materials present as single components or multi-component mixtures. 1.2 This guide makes recommendations for the preparation of geological materials for powder XRD analysis with adaptations for samples of limited quantity, instrumental configuration to generate high-quality XRD data, identification of crystalline materials by comparison to published diffraction data, and forensic comparison of XRD patterns from two or more samples of geological materials to support criminal investigations. 1.3 Units—The values stated in SI units are to be regarded as standard. Other units are avoided, in general, but there is a long-standing tradition of expressing X-ray wavelengths and lattice spacing in units of Ångströms (Å). One Ångström = 10–10 meter (m) = 0.1 nanometer (nm). 1.4 This standard is intended for use by competent forensic science practitioners with the requisite formal education, discipline-specific training (see Practice E2917), and demonstrated proficiency to perform forensic casework. 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. 1.6 This 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.
SIGNIFICANCE AND USE 5.1 The overarching goals of the forensic analysis of geological materials include (A) identification of an unknown material (see 11.3), (B) analysis of soils, sediments, or rocks to restrict their possible geographic origins as part of a provenance analysis (see 11.4), and (C) comparison of two or more samples to assess if they could have originated from the same source or to exclude a common source based on observation of exclusionary differences (see 11.5). XRD is only one analytical method that can be applied to the evidentiary samples in service of these distinct goals. Guidance for the analysis of forensic geological materials can be found in Refs (2-4). 5.2 Within the analytical scheme of geological materials, XRD analysis is used to: identify the crystalline components within a sample; identify the crystalline components separated from a mixture, typically clay-sized material (see 8.8), or a selected particle class for which additional analysis is needed (see 8.11); or compare two or more samples based on the identified crystalline phases or diffraction patterns (see 11.5). 5.2.1 Non-destructive XRD analysis can be performed in situ on geological material adhering to a substrate (see 8.12.3). 5.2.2 The most common forensic applications of XRD to geological materials are (A) identification or confirmation of a selected phase or fraction of a sample (see 8.12), (B) identification of minerals in the clay-sized fractions of soils (see 8.8), and (C) identification of the phases of the hydrated cement component of concrete or mortar. 5.3 This guide is intended to be used with other methods of analysis (for example, polarized light microscopy, scanning electron microscopy, palynology) within a more comprehensive analytical scheme for the forensic analysis or comparison of geological materials. 5.3.1 Comprehensive criteria for forensic comparisons of geological material integrating multiple analytical methods and provenance estimations (see 11.4) are ... SCOPE 1.1 This guide covers techniques and procedures for the use of powder X-ray diffraction (XRD) in the forensic analysis of geological materials (to include soils, rocks, sediments, and materials derived from them such as concrete), to enable non-consumptive identification of solid crystalline materials present as single components or multi-component mixtures. 1.2 This guide makes recommendations for the preparation of geological materials for powder XRD analysis with adaptations for samples of limited quantity, instrumental configuration to generate high-quality XRD data, identification of crystalline materials by comparison to published diffraction data, and forensic comparison of XRD patterns from two or more samples of geological materials to support criminal investigations. 1.3 Units—The values stated in SI units are to be regarded as standard. Other units are avoided, in general, but there is a long-standing tradition of expressing X-ray wavelengths and lattice spacing in units of Ångströms (Å). One Ångström = 10–10 meter (m) = 0.1 nanometer (nm). 1.4 This standard is intended for use by competent forensic science practitioners with the requisite formal education, discipline-specific training (see Practice E2917), and demonstrated proficiency to perform forensic casework. 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. 1.6 This 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.
ASTM E3294-23 is classified under the following ICS (International Classification for Standards) categories: 07.140 - Forensic science; 71.040.50 - Physicochemical methods of analysis; 91.100.15 - Mineral materials and products. The ICS classification helps identify the subject area and facilitates finding related standards.
ASTM E3294-23 has the following relationships with other standards: It is inter standard links to ASTM E3294-22, ASTM E2917-24, ASTM E2917-19a. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
ASTM E3294-23 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
This 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.
Designation: E3294 − 23 An American National Standard
Standard Guide for
Forensic Analysis of Geological Materials by Powder X-Ray
Diffraction
This standard is issued under the fixed designation E3294; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2. Referenced Documents
1.1 This guide covers techniques and procedures for the use 2.1 ASTM Standards:
of powder X-ray diffraction (XRD) in the forensic analysis of C1365 Test Method for Determination of the Proportion of
geological materials (to include soils, rocks, sediments, and Phases in Portland Cement and Portland-Cement Clinker
materials derived from them such as concrete), to enable Using X-Ray Powder Diffraction Analysis
non-consumptive identification of solid crystalline materials D934 Practices for Identification of Crystalline Compounds
present as single components or multi-component mixtures. in Water-Formed Deposits By X-Ray Diffraction
E620 Practice for Reporting Opinions of Scientific or Tech-
1.2 This guide makes recommendations for the preparation
nical Experts
of geological materials for powder XRD analysis with adapta-
E1492 Practice for Receiving, Documenting, Storing, and
tions for samples of limited quantity, instrumental configura-
Retrieving Evidence in a Forensic Science Laboratory
tion to generate high-quality XRD data, identification of
E2917 Practice for Forensic Science Practitioner Training,
crystalline materials by comparison to published diffraction
Continuing Education, and Professional Development
data, and forensic comparison of XRD patterns from two or
Programs
more samples of geological materials to support criminal
E3272 Guide for Collection of Soils and Other Geological
investigations.
Evidence for Criminal Forensic Applications
1.3 Units—The values stated in SI units are to be regarded
2.2 ISO Standard:
as standard. Other units are avoided, in general, but there is a
ISO/IEC 17025:2017 General Requirements for the Compe-
long-standing tradition of expressing X-ray wavelengths and
tence of Testing and Calibration Laboratories
lattice spacing in units of Ångströms (Å). One Ångström =
–10
10 meter (m) = 0.1 nanometer (nm).
3. Terminology
1.4 This standard is intended for use by competent forensic
3.1 Definitions of Terms Specific to This Standard:
science practitioners with the requisite formal education,
3.1.1 Bragg equation or Bragg’s law, n—describes the
discipline-specific training (see Practice E2917), and demon-
physical phenomenon of X-ray scattering from a crystallo-
strated proficiency to perform forensic casework.
graphic three-dimensional lattice plane as nλ=2dsinθ, in which
1.5 This standard does not purport to address all of the
n is any integer, λ is the wavelength of the X-ray, d is the
safety concerns, if any, associated with its use. It is the crystal plane separation, also known as d-spacing, and θ is the
responsibility of the user of this standard to establish appro-
angle between the crystal plane and the diffracted beam, also
priate safety, health, and environmental practices and deter- known as the Bragg Angle.
mine the applicability of regulatory limitations prior to use.
3.1.2 crystal, n—a homogeneous, solid body of a chemical
1.6 This international standard was developed in accor-
element or compound, having a regularly repeating atomic
dance with internationally recognized principles on standard-
arrangement that can be outwardly expressed by plane faces
ization established in the Decision on Principles for the
(adapted from Ref (1)).
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
1 3
This guide is under the jurisdiction of ASTM Committee E30 on Forensic Available from International Organization for Standardization (ISO), ISO
Sciences and is the direct responsibility of Subcommittee E30.01 on Criminalistics. Central Secretariat, Chemin de Blandonnet 8, CP 401, 1214 Vernier, Geneva,
Current edition approved Nov. 1, 2023. Published November 2023. Originally Switzerland, https://www.iso.org.
approved in 2022. Last previous edition approved in 2022 as E3294 – 22. DOI: The boldface numbers in parentheses refer to the list of references at the end of
10.1520/E3294-23. this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
E3294 − 23
3.1.3 crystal lattice, n—the three-dimensional regularly re- 3.1.12 Rietveld refinement, n—a procedure for carrying out
peating set of points that represent the translational periodicity a crystal-structure refinement using X-ray or neutron powder
of a crystal structure. diffraction data, in which an entire powder pattern is simulated
3.1.3.1 Discussion—Each lattice point has identical sur- for a trial structure(s) and matched against the observed
powder pattern; atomic parameters and other variables are
roundings. Lattice is the abstract pattern used to describe the
internal geometric structure of crystals. Lattice and structure modified to achieve an acceptable fit between the calculated
and observed powder patterns (adapted from Ref (1)).
are not synonymous, as structure refers to the real mineral
material (adapted from Ref (1)).
3.1.13 unit cell, n—the smallest group of atoms of a crystal
lattice that has the overall symmetry of a crystal of that
3.1.4 crystalline, adj—having a crystal structure or a regular
substance, and from which the entire lattice can be built up by
arrangement of atoms in a crystal lattice.
repetition in three dimensions.
3.1.5 d-spacing, n—in diffraction of X-rays by a crystal, the
3.1.14 X-ray diffraction (XRD), n—the diffraction of a beam
distance or separation between successive and identical parallel
of X-rays, usually by the three-dimensional periodic array of
planes in the crystal lattice; d-spacing is expressed as d in the
atoms in a crystal that has periodic repeat distances (lattice
Bragg equation (adapted from Ref (1)).
dimensions) of the same order of magnitude as the wavelength
3.1.6 diffractometer, n—an instrument that records either
of the X-rays (1).
powder or single-crystal X-ray diffraction patterns.
3.1.15 X-ray diffraction pattern or diffractogram, n—the
3.1.7 known sample, n—known samples of geological ma-
characteristic interference pattern obtained when X-rays are
terial are intentionally collected, typically from crime scene or
diffracted by a crystalline substance; the geometry of the
alternate locations, for comparison to a questioned sample.
pattern is a function of the repeat distances (lattice dimensions)
3.1.7.1 Discussion—Geological materials are typically more
of the periodic array of atoms in the crystals; the intensities of
heterogeneous than manufactured materials, so a greater num-
the diffracted beams give information about the atomic
ber of known samples of geological material are needed to
arrangement, and unit-cell dimensions (adapted from Ref (1)).
represent the range of variation (see Guide E3272). Reference
3.1.16 X-ray powder diffraction, n—diffraction of a beam of
sample and control sample are synonyms of known sample.
X-rays by planes of atoms in a powdered crystalline sample;
3.1.8 mineral, n—a naturally occurring inorganic element or
the powders are prepared so they ideally represent all possible
compound having an orderly internal structure and character-
crystal orientations to the X-ray beam (adapted from Ref (1)).
istic chemical composition, crystal form(s), and physical
properties, or an element or chemical compound that is
4. Summary of Guide
crystalline and that has formed as a result of geological or
pedogenic (soil-formed) processes (adapted from Ref (1)). 4.1 Powder X-ray diffraction produces results related to the
crystal structure(s) of one or more crystalline components of
3.1.8.1 Discussion—Artificial and biogenic crystalline ma-
the material being analyzed that can allow phase identification.
terials are not minerals but can occur in geological materials
(for example, cement powder, lime, lye, biogenic calcite,
4.2 This guide recommends specific techniques and proce-
biogenic hydroxyapatite, bricks) and can be detected by XRD.
dures for XRD analysis of geological materials in forensic
3.1.9 phase, n—a part of a chemical system that is casework, including XRD analysis of minimally modified
homogeneous, physically distinct and at least hypothetically
materials, small quantities of material (a common limitation in
separable, and which has single or continuously variable forensic casework), and in situ XRD of material adhering to a
chemical and mechanical properties (adapted from Ref (1)). substrate.
3.1.10 provenance, n—a place of origin; specifically, the
4.3 XRD patterns are compared to reference databases as
area from which the constituent materials of a sedimentary
means of identifying the crystalline constituents of a sample.
rock or facies are derived (adapted from Ref (1)).
4.4 XRD can be used to determine the crystal structure of a
3.1.10.1 Discussion—In the context of forensic provenance
material, but this is not described in this guide.
analysis, geological material is analyzed and interpreted to
4.5 XRD patterns from various samples are compared to
estimate or limit the geographic or environmental conditions of
each other for forensic comparison and provenance purposes.
the source of this material to provide an investigative lead. For
example, soil on a shovel can be examined to aid in the search
5. Significance and Use
for a clandestine grave, typically by comparison of observa-
tions to reference data. Geographic attribution is an alternative
5.1 The overarching goals of the forensic analysis of geo-
term for provenance.
logical materials include (A) identification of an unknown
3.1.11 questioned sample, n—geological evidence of un- material (see 11.3), (B) analysis of soils, sediments, or rocks to
known origin, or a questioned sample, typically consists of restrict their possible geographic origins as part of a prov-
debris adhering to an evidentiary object (for example, tire, enance analysis (see 11.4), and (C) comparison of two or more
wheel well, garment, shoe, digging tool); exogenous soil left at samples to assess if they could have originated from the same
a crime scene (transferred from a shoe/tire, or adhering to a source or to exclude a common source based on observation of
re-buried body/object); or debris recovered from within a body exclusionary differences (see 11.5). XRD is only one analytical
(nasal, stomach, or lung contents). method that can be applied to the evidentiary samples in
E3294 − 23
service of these distinct goals. Guidance for the analysis of 6.2.2 A McCrone Micronizing Mill (9), or other mills;
forensic geological materials can be found in Refs (2-4). 6.2.3 Filtration apparatus (10).
5.2 Within the analytical scheme of geological materials, 6.3 Sample Holders:
XRD analysis is used to: identify the crystalline components 6.3.1 Bulk sample holders can be used when sample volume
within a sample; identify the crystalline components separated is sufficient to fill them.
from a mixture, typically clay-sized material (see 8.8), or a 6.3.2 Sample holders with minimal contribution to the
selected particle class for which additional analysis is needed diffraction pattern are recommended for many applications.
(see 8.11); or compare two or more samples based on the Two “zero background” sample holder substrates are:
identified crystalline phases or diffraction patterns (see 11.5). 6.3.2.1 A silicon crystal cut parallel to the 510 plane;
5.2.1 Non-destructive XRD analysis can be performed in 6.3.2.2 A quartz crystal cut 6° from the 0001 plane.
situ on geological material adhering to a substrate (see 8.12.3). 6.3.3 Filters or other substrates can be used, but they could
5.2.2 The most common forensic applications of XRD to contribute to the background signal. In interpretation of dif-
geological materials are (A) identification or confirmation of a fraction patterns, this background should be considered.
selected phase or fraction of a sample (see 8.12), (B) identifi-
6.4 Reference Materials:
cation of minerals in the clay-sized fractions of soils (see 8.8),
6.4.1 Standard Reference Materials—Standard reference
and (C) identification of the phases of the hydrated cement
materials, commonly silicon, corundum, or microcrystalline
component of concrete or mortar.
quartz, are available from NIST (National Institute of Stan-
5.3 This guide is intended to be used with other methods of dards and Technology) or some instrument manufacturers.
analysis (for example, polarized light microscopy, scanning Standard reference materials are used to document peak
electron microscopy, palynology) within a more comprehen- position, resolution/peak width, and intensity of the diffraction
sive analytical scheme for the forensic analysis or comparison peaks.
of geological materials. 6.4.2 Mineral reference materials.
5.3.1 Comprehensive criteria for forensic comparisons of 6.4.3 Crystalline materials for “internal calibration” or ref-
geological material integrating multiple analytical methods and erence material mixed into the analyte.
provenance estimations (see 11.4) are not included and are 6.4.3.1 Common crystalline materials that can be used
beyond the scope of this guide. include zincite (zinc oxide), halite (sodium chloride), diamond,
silver, corundum, or another crystalline substance that is absent
6. Apparatus and Materials
from the sample and that does not, or minimally, interferes with
sample diffraction peaks, as demonstrated by prior sample
6.1 Powder X-Ray Diffractometer:
analysis or prior knowledge of the sample.
6.1.1 Powder X-ray diffractometers are commonly config-
ured with a 2θ or θ - θ geometry.
6.5 Powder XRD Reference Data—Reference diffraction
6.1.2 Alternative instrumentation configurations permit si-
data for known materials are available as: powder XRD
multaneous collection of diffracted beams at multiple angles
patterns that are digital or graphical data representing the
(stationary position sensitive detectors), or transmission pow-
intensity of the diffracted X-ray beam versus degrees 2θ (for a
der XRD. specified X-ray wavelength); tables of diffraction peaks listing
6.1.3 The X-ray tubes in XRD most commonly have copper
the degrees 2θ or the d-spacing (Å), the relative intensity of
targets, generating a K wavelength (λ) of 0.15418 nm these peaks, and the crystallographic plane (defined by h, and
α1,2
(1.5418 Å).
k, and l) causing the diffraction; and modelled diffraction
6.1.3.1 X-ray tubes with cobalt targets (Co K of patterns derived from crystal structure data. Several commer-
α1,2λ
0.17902 nm or 1.7902 Å) reduce fluorescence in XRD of
cial and freely available sources are listed below; however, this
iron-bearing materials (5).
list is not inclusive. The source of reference data should be
6.1.4 Parallel Beam Optics, if available, could be beneficial
considered when used to identify phases within the XRD
for: samples that are not flat (see 8.12.1); in situ analysis,
pattern of an unknown sample.
(8.12.3), or micro-XRD (8.12.4), but can reduce the diffraction
6.5.1 Commercial Sources of Powder XRD Patterns and
signal (6). Adaptations to achieve parallel beam optics include:
Structural Data:
6.1.4.1 Göbel mirrors,
6.5.1.1 International Centre for Diffraction Data (ICDD,
6.1.4.2 Polycapillary collimators (7),
PDF or Powder Diffraction File) (11).
6.5.1.2 NIST Inorganic Crystal Structure Database (ICSD)
NOTE 1—The parallel beam adaptations need to be matched to the
(12).
specific applications.
6.5.2 Free Sources of XRD Patterns and Structural Data of
6.1.5 Spinning Sample Stage, if available, could be benefi-
Geological Material:
cial for samples of limited quantity.
6.1.6 Adjustable XYZ Tri-axial Goniometer Head, if
The McCrone Micronizing Mill (McCrone Microscopes and Accessories, 850
available, could be beneficial for samples of limited quantity.
Pasquinelli Drive, Westmont, IL 60559) is the only suitable commercial product for
the optimal particle size reduction of geological materials for quantitative powder
6.2 Sample Milling and Preparation Equipment—The fol-
XRD (8) known to the committee at this time. If you are aware of alternative
lowing materials can be helpful in sample preparation.
suppliers, please provide this information to ASTM International Headquarters.
6.2.1 Mortar and pestle composed of agate, alumina, or
Your comments will receive careful consideration at a meeting of the responsible
ceramic; technical committee, which you may attend.
E3294 − 23
6.5.2.1 The RRUFF Project (13) integrating the American fractionation, the XRD patterns for comparison should be
Mineralogist Crystal Structure Database. derived from the same particle size fraction.
6.5.2.2 The Crystallography Open Database or COD (14)
8.3.2 Other physical or chemical treatments should be
integrating the American Mineralogist Crystal Structure Data- similar for direct comparison of XRD patterns (for example,
base.
drying, crystallite orientation, glycolation, selective dissolution
6.5.3 Sources of Powder XRD Tables of Geological and (28), grinding, type of sample holder).
Related Materials:
8.4 Sample Quantity—Diffraction data suitable for phase
6.5.3.1 Table 5.18 of Brown and Brindley (15).
identification can be acquired from very thin samples (see
6.5.3.2 Common soil minerals in Table 4-1 of Ref (16).
8.12.2), but a powder thickness of at least ~100 μm is optimal
6.5.3.3 Common minerals in clay-sized material (17).
(16, 29).
6.5.3.4 Clay mineral-specific diffraction data (16, 18-21).
8.4.1 If samples are thinner than ~100 μm and if the sample
6.5.3.5 Cement- and concrete-specific data (Ref (22), see
holder is not a low background material (see 6.3.2), contribu-
Test Method C1365).
tion from the sample holder should be considered in the
6.6 Powder XRD Analysis Software for Phase Identifica- interpretation of the diffraction pattern.
tion:
8.4.2 The minimum sample required for acquisition of XRD
6.6.1 Diffractometer manufacturers typically provide data suitable for phase identification will vary by sample
instrument-specific, high-quality peak detection and phase composition, but several milligrams on a zero background
identification software. sample holder can be sufficient (2).
6.6.2 Alternatively, there are additional commercial (for
8.5 Sample Particle Size—An optimal sample for powder
example, Jade (23)) and no cost software packages (for
XRD data acquisition consists of fine particles, typically less
example, CrystalSleuth (13), ReX (24), or GSAS II (25); see
than 10-20 μm diameter (8, 16, 29).
review in Ref (26)).
8.5.1 Reduction of Particle Size—Samples of limited quan-
tity are often ground using a mortar and pestle (16, 29).
7. Hazards
8.5.1.1 Grinding in a liquid medium such as acetone or an
7.1 X-rays are a hazardous source of ionizing radiation and alcohol is recommended. Grinding in water, while possible,
should be contained within the safety shielding of a commer- will destroy potentially soluble minerals (for example, salts
cial diffractometer whenever the X-ray tube is energized. The such as halite or gypsum). Certain minerals can be altered by
X-ray source should be registered with the appropriate juris- aggressive grinding (29, 10).
dictions.
8.5.1.2 Particle reduction mills (such as a McCrone Micron-
izing Mill) produce an ideal narrow particle range of the right
7.2 The X-ray tube requires high voltages that present a risk
size for powder XRD (8) but are not recommended for samples
of electrocution if instrument safety mechanisms are over-
of limited quantity.
ridden.
NOTE 3—To preserve the grain morphology and to permit subsequent
grain selection, it can be prudent NOT to grind samples of very limited
8. Sample Preparation
quantity. See 8.12.1.
8.1 Recommend sample preparation methods are described
NOTE 4—Contributions from the micronizing media should be consid-
below for acquisition of high-quality XRD data, but useful ered when interpreting powder diffraction profiles.
XRD data can be produced with minimal sample modification
8.6 Sample Placement on Sample Holder—Powders should
(for example, in situ analysis (8.12.3), or from samples of
be placed into a clean sample holder, with the powder surface
limited quantity (8.12.1, 8.12.2, 8.12.4).
flush with the top of the sample holder to align with the
focusing circle of the diffractometer.
8.2 Sub-sampling of Particle Assemblages—Representative
sub-sampling of particulates can be achieved with a sample 8.6.1 Samples too small to fill a sample holder can be placed
splitter, or cone and quartering, both of which can be imprac- directly on a low background substrate.
tical for samples of limited quantity (27).
8.6.2 The powder should ideally cover the entire area
8.2.1 An alternative method of representative sub-sampling irradiated by the X-ray beam, which will depend on the
that is appropriate for small quantities of powder, is first instrument configuration and the 2θ scan range, but is not
mixing the particles, moistening to cause particle adhesion, required with a zero-background sample holder.
then scooping of one or more sub-samples.
8.7 Random Particle Orientation—With the exception of
samples intentionally prepared with a preferred orientation (see
NOTE 2—Systematic sub-sampling of particulates is crucial for quan-
titative XRD methods (see 10.6) to minimize bias in both particle size and
8.8.3), powders should be prepared to confer random orienta-
modal abundance of particle type.
tion of crystals.
8.3 Sample Treatments for Comparisons—Sample treat- 8.7.1 Avoid pressing too hard on the powder surface to
ments should be similar when comparing diffraction patterns of maintain random orientation of the crystals.
geological materials (questioned-to-known, questioned-to- 8.7.2 Clay minerals, common in soils, are particularly
questioned, or known-to-known) (see 11.5).
susceptible to preferred orientation (9, 10, 16, 21).
8.3.1 If there is a distinct particle size difference between 8.7.3 Use of a side-loading sample holder can minimize
samples, and if there is sufficient material to conduct size these effects (9, 10).
E3294 − 23
8.8 Clay Mineral Analysis Methods—XRD analysis is one treatments can irreversibly alter the evidence, but solvation is
of the principal means of differentiating minerals in the reversible and can be informative.
clay-sized fraction (<2 μm diameter) of soils and sedimentary
8.9 Standard Addition for Internal Calibration—Due to the
rocks as these particles are too small to be analyzed by optical
limitations often encountered with evidentiary samples, it is
microscopy. Clay minerals are phyllosilicates commonly found
not always possible to achieve the ideal sample height,
in the clay-sized particle range. Because clay minerals have
particularly for in situ XRD. Because sample height is critical
significant effects on soil chemical and physical properties,
for both phase identification and comparison (see 10.7.3), the
specific sample preparation protocols have been developed to
use of an internal standard represents one way to ensure
functionally differentiate among these minerals by XRD analy-
accurate knowledge of peak position (° 2θ). Alternatively, the
sis.
presence of another independently established phase (such as
8.8.1 Dispersion of Samples—Dispersion of minerals in an
quartz) can also be used to serve as an internal peak position
aqueous solution is useful both for separation of size fractions
calibrant.
to segregate clay sized material for XRD (see 8.8.2), and for
8.10 Standard Addition for Quantification—For quantitative
removal of fine materials coating sand and silt grains prior to
XRD analysis (see 10.6), a common approach is to add a
grain mount preparation for analysis by light microscopy.
specified weight percent (~10 to 20 weight %) of an internal
8.8.1.1 Commonly a dispersant/surfactant is added in trace
standard (see 6.4.3) to the sample, usually corundum, or zincite
amounts to aid dispersion. Sonication in an ultrasonic bath or
(31).
with an ultrasonic probe aids in dispersion.
8.8.1.2 The presence of carbonates or gypsum can interfere 8.10.1 Standards should be absent from the sample and
should lack preferred orientation.
with dispersion but standard methods to remove these minerals
are not recommended for samples of limited quantity.
8.10.2 This approach is not recommended for samples of
limited quantity.
NOTE 5—Dispersion in water will destroy potentially soluble minerals
(for example, salts such as halite).
8.11 Segregation and Concentration of a Sample Compo-
8.8.2 Separation of Clay-sized Fraction—To separate the nent:
clay-sized fraction (<2 μm), the sample is typically dispersed in 8.11.1 The segregation and concentration of a component
water (see 8.8.1) and allowed to settle a known distance for a
can be done using a range of methods including hand picking
known length of time (either under gravity or in a centrifuge) particles, density separation, magnetic separation, or selective
in accordance with Stokes’ Settling Law (19, 21).
dissolution (29, 28, 32).
8.8.3 Oriented Samples—To analyze clay minerals by XRD,
8.11.2 Physical concentration of a component of a mixture
many methods are designed to intentionally create samples in
will aid in its identification when it is otherwise present below
which the platy clay minerals are oriented parallel to the
the XRD detection limit (see 10.7.4) in a bulk sample.
diffraction focal plane, selecting for the 00l lattice spacing.
8.11.3 Segregation of the hydrated cement component of
This can be achieved by:
concrete prior to XRD enhances the signal of the cement
8.8.3.1 Allowing a clay mineral suspension to sediment out
phases that are useful in cement comparisons
and dry on the sample holder,
8.11.4 Hydrated cement can show zoning around aggregate
8.8.3.2 Filtering it through a membrane filter and transfer-
grains and near the concrete surface; thus, sampling and
ring the sediment film on the filter to the sample holder,
analysis from representative zones of the evidentiary samples
8.8.3.3 Generating an XRD pattern of the material in situ on
is recommended.
the filter, or
8.12 Adaptations of XRD Methods to Evidentiary Samples
8.8.3.4 Smearing a dense clay paste across the sample
of Limited Quantity—Evidentiary geological materials are
holder.
commonly limited in quantity or may be adhered to other items
8.8.3.5 Diffraction patterns derived from oriented samples
in which removal could lead to loss of evidence. Several
should not be compared to standard powder XRD reference
optional adaptations of sample preparation and XRD methods
data by search-match methods due to the suppression of all
can be applied based on the sample characteristics, and
peaks except 00l.
availability of equipment (8.12.1 – 8.12.4).
8.8.4 Clay Treatments—The clay-sized fraction (<2 μm
8.12.1 Unground Scant Sample—To preserve grain mor-
diameter) of soils or other geological material can be subjected
phology and to permit subsequent grain selection, XRD pat-
to treatments prior to sequential XRD analysis aiding differ-
terns can be acquired from unground particles of geological
entiation among clay mineral varieties (10, 18, 19, 21, 30;
material.
section 7A1 in Ref (20); Table 4.2 in Ref (16)). Common
8.12.1.1 A collection of “large” unground grains (fine sand
treatments include:
2+ + +
to coarse silt sized) can be placed directly on a sample holder.
8.8.4.1 Saturation with Mg , K , or Li ;
8.8.4.2 Solvation with glycerin, ethylene glycol, or forma- 8.12.1.2 A preparation of scant material consisting of large
(over 25 μm), or uneven-sized particles will have an uneven
lin; or
surface and will likely have few diffracting crystals (29).
8.8.4.3 Heating to specific temperatures, typically 300 °C,
400 °C, 500 °C, or 550 °C. 8.12.1.3 Longer data acquisition times and a rotating sample
8.8.4.4 For samples of limited quantity, application of cation stage are recommended for scant samples to acquire sufficient
saturation or heat treatment is not recommended because these signal for peak detection and phase identification.
E3294 − 23
8.12.1.4 The resulting diffraction peaks from unground 8.12.4.1 Better results for μXRD require a focused, colli-
samples could be displaced (see 10.7.3) and peaks could mated X-ray beam (see 6.1.4).
broaden due to the uneven sample height (9).
8.12.4.2 Use of an adjustable XYZ tri-axial goniometer
head (6.1.6) can assist mitigating focal plane offset, and the
8.12.1.5 Use of parallel beam optics can mitigate the arti-
presence of fewer diffraction domains in samples of limited
facts of an uneven sample surface (6).
quantity.
8.12.2 Ground Scant Sample—A small subsample can be
8.12.4.3 Sample preparations for μXRD include: miniatur-
ground in a mortar in a solvent and pipetted onto the center of
ized sample holders, enclosure within a glass capillary, or
a zero background sample holder, minimizing the amount of
attachment to a filament extended to the focal plane.
morphologically modified material.
8.12.4.4 Use of a sample rotational mechanism, either a
8.12.2.1 Scant samples often require increased data collec-
rotational stage or a spinning needle, will improve detection of
tion time to acquire sufficient signal for peak detection and
diffraction peaks (36).
phase identification.
8.12.4.5 μXRD methods can be applied to individual par-
8.12.2.2 The minimum sample quantity required for XRD
ticles or to powders.
will vary between geological materials.
8.12.3 In Situ XRD Pattern Collection—In certain types of
9. XRD Data Acquisition
evidence, geological materials are present in trace amounts,
9.1 Range of 2θ Angles or d-Spacing:
either as intact fragments or as a collection of particles, on an
object such as a bullet, fabric, or shoe outsole. When removal 9.1.1 Soils, Sediments, and Rocks—The important diffrac-
tion peaks for soil, sediment and rocks typically occur for a
of the geological material from its substrate could lead to loss
or modification of evidence, it is beneficial to create an in situ d-spacing range of 2.9 nm to 0.13 nm; 3° to 70° 2θ for Cu-Kα
X-rays, 29 Å to 1.3 Å (31).
XRD pattern by mounting the object in or near to the focal
surface of the X-ray diffractometer (examples are described in
NOTE 7—The lowest angles of 2θ (largest d-spacings) in this range are
6, 32-34).
useful for the analysis of clay minerals, particularly mixed-layer clay
minerals. Some diffractometers will not permit scanning below 5° 2θ.
8.12.3.1 Acquiring in situ XRD patterns is non-
consumptive, leaving the sample available for other analytical
9.1.2 Cement—The important diffraction peaks of cement
methods (for example, chemical analysis, DNA extractions; or
typically occur between 0.763 nm to 0.175 nm; 11.5° to 52.2°
minimally manipulated bullet for toolmark examination).
2θ for Cu-Kα X-rays, 7.63 Å to 1.75 Å (see Test Method
8.12.3.2 When a clean area of the substrate is present and
C1365).
compatible with the instrument geometry, collection of a
9.2 Factors Affecting Diffraction Intensity—Several factors
background diffraction pattern from an area of the substrate
affect the intensity of resultant diffraction peaks, including:
without the geological material can enable identification of
9.2.1 Intensity of incident X-rays on the sample is affected
possible diffraction peaks originating from the interaction of
by the X-ray tube’s age and tuning, the type of the X-ray tube,
the substrate with the X-ray beam. For example, kaolinite is
and the focusing slits used.
added in the production of many rubber materials (tires,
footwear), and when identified in the substrate should be NOTE 8—Use of high energy X-ray sources at synchrotron facilities
allows the XRD-based detection of low abundance and poorly crystalline
considered in the in situ XRD analysis of geological material
materials in forensic geological materials (37), but these facilities are not
adhering to such items.
easily accessible to most forensic examiners.
8.12.3.3 If heterogeneous sample deposition is suspected,
9.2.2 Scan rate of the diffractometer (typically expressed in
collection of multiple diffraction patterns from the in situ
° 2θ per second, or count time per step increment).
sample can capture the intra-sample variability.
9.2.3 Sensitivity of the X-ray detector.
8.12.3.4 Diffraction peak position shifts due to the irregular
9.2.4 Quantity and crystallinity of the sample.
height of the in situ sample should be taken into consideration
(Sample displacement, see 10.7.3).
NOTE 9—Certain minerals inherently produce strong diffraction peaks
(for example, quartz). For samples with very little material, poor
8.12.3.5 Displacement artifacts of in situ samples can be
crystallinity, or with very small crystal sizes, use of slower scan rates
mitigated with the use of parallel beam optics (see 6.1.4).
could enable detection of pertinent XRD peaks.
8.12.3.6 To account for possible peak displacement with in
9.3 XRD Data Quality Assurance Practices:
situ XRD analyses, samples can be reanalyzed after the
9.3.1 XRD methods should be validated prior to use in
addition of a crystalline standard, known to be absent from the
casework.
samples, to allow for a displacement correction.
NOTE 10—ISO/IEC 17025-2017 provides guidance on criteria to be
NOTE 6—These standards should amount to less than ~10 weight %
evaluated during method validation.
applied by uniformly sprinkling over the sample(s). Example standards
include zincite (zinc oxide), halite (sodium chloride), diamond, corundum,
9.3.2 Periodically, an XRD pattern should be collected from
or another crystalline substance that is clearly absent in the XRD scan
a standard reference material (for example, silicon, corundum,
made prior to its addition.
or microcrystalline quartz; see 6.4.1), under specified condi-
8.12.4 μXRD—Standard powder XRD methods can be tions; a reasonable frequency for this check is every month of
adapted for the analysis of small samples (micro-XRD) (see 6, use, when an instrument is serviced, and when the instrument
32-35) performance is suspect.
E3294 − 23
NOTE 11—Regular analysis of a standard reference material can confirm
10.3.2.3 When considering multiple candidate minerals,
the proper alignment of the instrument by observation of the correct
take into consideration prior knowledge of the mineralogy
diffraction peak position (typically an offset < 0.05 ° 2θ), sufficient peak
derived from other methods if available.
intensity, and sufficient resolution of peaks. A significant decline in peak
10.3.2.4 The most intense peak that is not attributed to the
intensity could indicate aging of the X-ray source.
first identified mineral is assessed with a similar approach to
that used for the largest peak, but some of the peaks could be
10. Interpretation of XRD Data for Mineral/Phase
obscured by the XRD peaks of the previously identified
Identification
mineral.
10.1 XRD patterns can be used to identify a single phase or
10.3.2.5 Attribution of all remaining diffraction peaks pro-
the major crystalline materials in a poly-phase sample. Quan-
ceeds systematically.
tification of the components of a mixture, while possible, is
10.4 Identification of Crystalline Components Using Auto-
rarely used on casework samples (see 10.6).
mated Search and Peak Match Software:
10.2 Peak Detection—Diffraction peak positions should be
10.4.1 The phase identification software will provide a
identified and, optionally, the background can be subtracted
ranked-list of the best matches to the diffraction peaks in a
from the diffraction pattern.
sample, based on their reference diffraction data.
NOTE 12—In general, the relative peak sizes should correspond to the 10.4.2 These tentative identifications should be verified by a
reference diffraction data, but factors like preferred orientation (see
combination of visual alignment with reference diffraction
10.7.2) and the overlap of peaks from other crystalline components can
patterns, prior knowledge of the sample (for example, elemen-
cause the relative peak sizes in the observed pattern to deviate from the
tal composition information, polarized light microscopy
reference patterns. In addition, preferred orientation artifacts can be
results), and include explanations for omissions or overlap of
present in the reference patterns.
the diffraction peaks.
10.2.1 It is recommended that users rely on default proce-
10.4.3 Following the tentative identification of minerals, the
dures within software packages for peak detection, baseline
relative peak sizes (peak area counts, ideally) of the candidate
subtraction, and peak position determination for consistency
minerals should be assessed to ensure that all major peaks (that
between samples.
is, >30 % of the maximum peak for the mineral) are either
NOTE 13—If a possible peak is near the detection threshold, the analyst present or obscured by the peak of another mineral.
can collect a new diffraction pattern with a slower scan speed/longer count
10.4.4 Many software systems enable differential diffraction
time to improve the signal to noise ratio.
analysis, which permits subtraction of XRD peaks from pro-
10.2.1.1 Peak detection thresholds should meet or exceed
visionally identified minerals to facilitate identification of the
three times signal to noise. remaining minerals generating the lower intensity peaks.
10.2.2 Clay minerals typically have small crystallite (dif-
10.5 Criteria for Phase Identification—There are no univer-
fraction domain) sizes that result in broad XRD peaks (38);
sally accepted criteria for phase identification by powder XRD,
these broad XRD peaks can be undetected by default software
but the following two criteria are suggested:
peak detection settings and can require manual peak identifi-
10.5.1 All of the peaks in the reference diffraction pattern
cation.
greater than 30 % of the maximum peak size should be present.
10.3 Identification of Crystalline Components Without Aid 10.5.2 At least five diffraction peaks, for phases that have at
of Software—Use of XRD analysis software is preferred (see
least five characteristic diffraction lines, should be observed
10.4), but methods for the identification of minerals without the (39) (see Test Method C1365 and Practice D934).
aid of analysis software are briefly described here.
NOTE 14—In mixtures, some phases exhibit overlapping peaks; the
10.3.1 Determination of Diffraction Peak Positions and
relative intensities of these peaks should be evaluated prior to their
Relative Intensities: assignment to a specific phase. These criteria can be relaxed by augmen-
tation from independent analytical data, for example, by microscopy,
10.3.1.1 After conversion of peak positions from ° 2θ to
selective dissolution, or clay solvation.
d-spacing using Bragg’s Law, the peak positions / d-spacings
10.5.3 Provisional Phase Identification—If fewer than five
and relative peak intensities are compared to published refer-
peaks (39) (see Test Method C1365 and Practice D934) are
ence tables (see 6.5).
detected, without other supporting analytical data, the phase
10.3.1.2 Tables of diffraction peaks to aid in mineral iden-
identification should be noted as provisional.
tification are typically ordered based on the d-spacing of the
most intense peak (Hanawalt Tables) or listing each entry’s top
NOTE 15—For consistency within this guide, the term “provisional” is
four most intense peaks (Fink Tables). These two approaches
used to denote an uncertain phase identification, but individual laborato-
are often applied together. ries may use alternative language for similar conditions (for example,
uncertain, tentative, preliminary, unverified).
10.3.2 Manual Identification of the Minerals by XRD:
10.3.2.1 A tentative identification of the mineral causing the
largest peak is assessed by consulting reference data, with
confirmation that, at minimum, all peaks with intensities Five diffraction peaks are insufficient to determine unit cell dimensions of
crystals of low symmetry, like those in the triclinic crystal system (40). However, in
greater than 30 % of the highest peak are present.
this guide, XRD data are not being used to determine crystallographic parameters,
10.3.2.2 Any additional peaks caused by this mineral pres-
but rather the diffraction peaks and relative intensities are being applied as
ent in the diffraction pattern should be noted. characteristic markers of the crystal, irrespective of the crystal symmetry.
E3294 − 23
10.5.3.1 A provisional phase identification can be probative 10.7.1.2 Many mineral structures permit elemental substi-
in many cases. tutions (solid solution) that can have minimal effect on the
crystal structure. Thus, an absolute mineral species identifica-
10.5.3.2 The phase identification can be confirmed by the
concentration of the phase (see 8.11) and reanalysis by XRD to tion by XRD alone for these phases could be impossible, but
categorization to a class of minerals with similar structures
enable enhancement of the diffraction peaks or by the appli-
cation of alternative methods like optical microscopy, energy could be appropriate. For example, with XRD data alone, the
interpretation could be a trioctahedral mica, but the specific
dispersive X-ray spectrometry, or Raman spectroscopy.
mica could be indeterminate (for example, biotite, or mineral
10.5.3.3 Confirmation can also be made by the disappear-
with similar structure).
ance of a peak upon selective dissolution, for example, removal
10.7.1.3 XRD can differentiate polymorphs (minerals of the
of halite with water or calcite with acids.
same composition with distinct crystal structures, for instance,
10.6 Quantification of Major Crystalline Components:
quartz and cristobalite are both silicon oxides) whereas el-
10.6.1 Quantification of minerals within geological materi-
emental analysis techniques such as SEM-EDS cannot.
als by XRD is performed infrequently because (1) geological
Alternatively, independent observations (for example, polar-
materials in casework often have the potential for particle size
ized light microscopy, scanning electron microscopy-energy
bias (for example, differential attachment or loss between
dispersive spectroscopy, Raman spectroscopy) can provide the
contact materials and soil or sediment) that can change the
needed supplemental information to definitively identify which
relative proportion of minerals between the evidence and its
of several minerals with similar lattice configurations (iso-
source, (2) the limited quantity of evidentiary material can
morphs) is present in the sample.
prevent the optimal sample preparation necessary for proper
10.7.2 Preferential Orientation Artifacts—Introduction of
quantification (33) and may not be representative of the modal
powders containing crystals with one or more dominant crystal
abundance of its source.
growth or cleavage planes into a sample holder will often lead
10.6.2 Quantitative XRD methods are often performed on
to preferential alignment of the dominant crystal face with the
powders to which an internal standard material is added to
XRD focal plane. The result of biased orientation is that
improve quantitation and verify instrument alignment and
crystallographic planes that are preferentially aligned parallel
sample position (see 6.4.3).
to the diffractometer focal plane have enhanced diffraction
10.6.3 When using quantitative XRD analysis for compari-
intensity relative to the XRD peaks corresponding to other
sons of geological materials, collection of diffraction patterns
crystallographic planes (9).
from multiple sub-samples (see 8.2) is highly recommended to
10.7.3 Displacement (Parafocusing Violation)—If the
better represent intra-sample v
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: E3294 − 22 E3294 − 23 An American National Standard
Standard Guide for
Forensic Analysis of Geological Materials by Powder X-Ray
Diffraction
This standard is issued under the fixed designation E3294; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This guide covers techniques and procedures for the use of powder X-ray diffraction (XRD) in the forensic analysis of
geological materials (to include soils, rocks, sediments, and materials derived from them such as concrete), to enable
non-consumptive identification of solid crystalline materials present as single components or multi-component mixtures.
1.2 This guide makes recommendations for the preparation of geological materials for powder XRD analysis with adaptations for
samples of limited quantity, instrumental configuration to generate high-quality XRD data, identification of crystalline materials
by comparison to published diffraction data, and forensic comparison of XRD patterns from two or more samples of geological
materials to support criminal investigations.
1.3 Units—The values stated in SI units are to be regarded as standard. Other units are avoided, in general, but there is a
–10
long-standing tradition of expressing X-ray wavelengths and lattice spacing in units of Ångströms (Å). One Ångström = 10
meter (m) = 0.1 nanometer (nm).
1.4 This standard is intended for use by competent forensic science practitioners with the requisite formal education,
discipline-specific training (see Practice E2917), and demonstrated proficiency to perform forensic casework.
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.
1.6 This 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.
2. Referenced Documents
2.1 ASTM Standards:
C1365 Test Method for Determination of the Proportion of Phases in Portland Cement and Portland-Cement Clinker Using
X-Ray Powder Diffraction Analysis
D934 Practices for Identification of Crystalline Compounds in Water-Formed Deposits By X-Ray Diffraction
E620 Practice for Reporting Opinions of Scientific or Technical Experts
E1492 Practice for Receiving, Documenting, Storing, and Retrieving Evidence in a Forensic Science Laboratory
This guide is under the jurisdiction of ASTM Committee E30 on Forensic Sciences and is the direct responsibility of Subcommittee E30.01 on Criminalistics.
Current edition approved March 15, 2022Nov. 1, 2023. Published June 2022November 2023. Originally approved in 2022. Last previous edition approved in 2022 as
E3294DOI: 10.1520/E3294-22. – 22. DOI: 10.1520/E3294-23.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
E3294 − 23
E2917 Practice for Forensic Science Practitioner Training, Continuing Education, and Professional Development Programs
E3272 Guide for Collection of Soils and Other Geological Evidence for Criminal Forensic Applications
2.2 ISO Standard:
ISO/IEC 17025:2017 General Requirements for the Competence of Testing and Calibration Laboratories
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
3.1.1 Bragg equation or Bragg’s law, n—describes the physical phenomenon of X-ray scattering from a crystallographic
three-dimensional lattice plane as nλ=2dsinθ, in which n is any integer, λ is the wavelength of the X-ray, d is the crystal plane
separation, also known as d-spacing, and θ is the angle between the crystal plane and the diffracted beam, also known as the Bragg
Angle.
3.1.2 crystal, n—a homogeneous, solid body of a chemical element or compound, having a regularly repeating atomic arrangement
that can be outwardly expressed by plane faces (adapted from Ref (1)).
3.1.3 crystal lattice, n—the three-dimensional regularly repeating set of points that represent the translational periodicity of a
crystal structure.
3.1.3.1 Discussion—
Each lattice point has identical surroundings. Lattice is the abstract pattern used to describe the internal geometric structure of
crystals. Lattice and structure are not synonymous, as structure refers to the real mineral material (adapted from Ref (1)).
3.1.4 crystalline, adj—having a crystal structure or a regular arrangement of atoms in a crystal lattice.
3.1.5 d-spacing, n—in diffraction of X-rays by a crystal, the distance or separation between successive and identical parallel planes
in the crystal lattice; d-spacing is expressed as d in the Bragg equation (adapted from Ref (1)).
3.1.6 diffractometer, n—an instrument that records either powder or single-crystal X-ray diffraction patterns.
3.1.7 known sample, n—known samples of geological material are intentionally collected, typically from crime scene or alternate
locations, for comparison to a questioned sample.
3.1.7.1 Discussion—
Geological materials are typically more heterogeneous than manufactured materials, so a greater number of known samples of
geological material are needed to represent the range of variation (see Guide E3272). Reference sample and control sample are
synonyms of known sample.
3.1.8 mineral, n—a naturally occurring inorganic element or compound having an orderly internal structure and characteristic
chemical composition, crystal form(s), and physical properties, or an element or chemical compound that is crystalline and that
has formed as a result of geological or pedogenic (soil-formed) processes (adapted from Ref (1)).
3.1.8.1 Discussion—
Artificial and biogenic crystalline materials are not minerals but can occur in geological materials (for example, cement powder,
lime, lye, biogenic calcite, biogenic hydroxyapatite, bricks) and can be detected by XRD.
3.1.9 phase, n—a part of a chemical system that is homogeneous, physically distinct and at least hypothetically separable, and
which has single or continuously variable chemical and mechanical properties (adapted from Ref (1)).
3.1.10 provenance, n—a place of origin; specifically, the area from which the constituent materials of a sedimentary rock or facies
are derived (adapted from Ref (1)).
3.1.10.1 Discussion—
In the context of forensic provenance analysis, geological material is analyzed and interpreted to estimate or limit the geographic
or environmental conditions of the source of this material to provide an investigative lead. For example, soil on a shovel can be
Available from International Organization for Standardization (ISO), ISO Central Secretariat, Chemin de Blandonnet 8, CP 401, 1214 Vernier, Geneva, Switzerland,
https://www.iso.org.
The boldface numbers in parentheses refer to the list of references at the end of this standard.
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examined to aid in the search for a clandestine grave, typically by comparison of observations to reference data. Geographic
attribution is an alternative term for provenance.
3.1.11 questioned sample, n—geological evidence of unknown origin, or a questioned sample, typically consists of debris adhering
to an evidentiary object (for example, tire, wheel well, garment, shoe, digging tool); exogenous soil left at a crime scene
(transferred from a shoe/tire, or adhering to a re-buried body/object); or debris recovered from within a body (nasal, stomach, or
lung contents).
3.1.12 Rietveld refinement, n—a procedure for carrying out a crystal-structure refinement using X-ray or neutron powder
diffraction data, in which an entire powder pattern is simulated for a trial structure(s) and matched against the observed powder
pattern; atomic parameters and other variables are modified to achieve an acceptable fit between the calculated and observed
powder patterns (adapted from Ref (1)).
3.1.13 unit cell, n—the smallest group of atoms of a crystal lattice that has the overall symmetry of a crystal of that substance,
and from which the entire lattice can be built up by repetition in three dimensions.
3.1.14 X-ray diffraction (XRD), n—the diffraction of a beam of X-rays, usually by the three-dimensional periodic array of atoms
in a crystal that has periodic repeat distances (lattice dimensions) of the same order of magnitude as the wavelength of the X-rays
(1).
3.1.15 X-ray diffraction pattern or diffractogram, n—the characteristic interference pattern obtained when X-rays are diffracted by
a crystalline substance; the geometry of the pattern is a function of the repeat distances (lattice dimensions) of the periodic array
of atoms in the crystals; the intensities of the diffracted beams give information about the atomic arrangement, and unit-cell
dimensions (adapted from Ref (1)).
3.1.16 X-ray powder diffraction, n—diffraction of a beam of X-rays by planes of atoms in a powdered crystalline sample; the
powders are prepared so they ideally represent all possible crystal orientations to the X-ray beam (adapted from Ref (1)).
4. Summary of Guide
4.1 Powder X-ray diffraction produces results related to the crystal structure(s) of one or more crystalline components of the
material being analyzed that can allow phase identification.
4.2 This guide recommends specific techniques and procedures for XRD analysis of geological materials in forensic casework,
including XRD analysis of minimally modified materials, small quantities of material (a common limitation in forensic casework),
and in situ XRD of material adhering to a substrate.
4.3 XRD patterns are compared to reference databases as means of identifying the crystalline constituents of a sample.
4.4 XRD can be used to determine the crystal structure of a material, but this is not described in this guide.
4.5 XRD patterns from various samples are compared to each other for forensic comparison and provenance purposes.
5. Significance and Use
5.1 The overarching goals of the forensic analysis of geological materials include (A) identification of an unknown material (see
11.3), (B) analysis of soils, sediments, or rocks to restrict their possible geographic origins as part of a provenance analysis (see
11.4), and (C) comparison of two or more samples to assess if they could have originated from the same source or to exclude a
common source based on observation of exclusionary differences (see 11.5). XRD is only one analytical method that can be applied
to the evidentiary samples in service of these distinct goals. Guidance for the analysis of forensic geological materials can be found
in Refs (2-4).
5.2 Within the analytical scheme of geological materials, XRD analysis is used to: identify the crystalline components within a
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sample; identify the crystalline components separated from a mixture, typically clay-sized material (see 8.8), or a selected particle
class for which additional analysis is needed (see 8.11); or compare two or more samples based on the identified crystalline phases
or diffraction patterns (see 11.5).
5.2.1 Non-destructive XRD analysis can be performed in situ on geological material adhering to a substrate (see 8.12.3).
5.2.2 The most common forensic applications of XRD to geological materials are (A) identification or confirmation of a selected
phase or fraction of a sample (see 8.12), (B) identification of minerals in the clay-sized fractions of soils (see 8.8), and (C)
identification of the phases of the hydrated cement component of concrete or mortar.
5.3 This guide is intended to be used with other methods of analysis (for example, polarized light microscopy, scanning electron
microscopy, palynology) within a more comprehensive analytical scheme for the forensic analysis or comparison of geological
materials.
5.3.1 Comprehensive criteria for forensic comparisons of geological material integrating multiple analytical methods and
provenance estimations (see 11.4) are not included and are beyond the scope of this guide.
6. Apparatus and Materials
6.1 Powder X-Ray Diffractometer:
6.1.1 Powder X-ray diffractometers are commonly configured with a 2θ or θ - θ geometry.
6.1.2 Alternative instrumentation configurations permit simultaneous collection of diffracted beams at multiple angles (stationary
position sensitive detectors), or transmission powder XRD.
6.1.3 The X-ray tubes in XRD most commonly have copper targets, generating a K wavelength (λ) of 0.15418 nm (1.5418 Å).
α1,2
6.1.3.1 X-ray tubes with cobalt targets (Co K of 0.17902 nm or 1.7902 Å) reduce fluorescence in XRD of iron-bearing
α1,2λ
materials.materials (5).
6.1.4 Parallel Beam Optics, if available, could be beneficial for: samples that are not flat (see 8.12.1); in situ analysis, (8.12.3),
or micro-XRD (8.12.4), but can reduce the diffraction signal (26). Adaptations to achieve parallel beam optics include:
6.1.4.1 Göbel mirrors,
6.1.4.2 Polycapillary collimators (37),
NOTE 1—The parallel beam adaptations need to be matched to the specific applications.
6.1.5 Spinning Sample Stage, if available, could be beneficial for samples of limited quantity.
6.1.6 Adjustable XYZ Tri-axial Goniometer Head, if available, could be beneficial for samples of limited quantity.
6.2 Sample Milling and Preparation Equipment—The following materials can be helpful in sample preparation.
6.2.1 Mortar and pestle composed of agate, alumina, or ceramic;
6.2.2 A McCrone Micronizing Mill (59), or other mills;
6.2.3 Filtration apparatus (610).
6.3 Sample Holders:
The McCrone Micronizing Mill (McCrone Microscopes and Accessories, 850 Pasquinelli Drive, Westmont, IL 60559) is the only suitable commercial product for the
optimal particle size reduction of geological materials for quantitative powder XRD (48) known to the committee at this time. If you are aware of alternative suppliers, please
provide this information to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which
you may attend.
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6.3.1 Bulk sample holders can be used when sample volume is sufficient to fill them.
6.3.2 Sample holders with minimal contribution to the diffraction pattern are recommended for many applications. Two “zero
background” sample holder substrates are:
6.3.2.1 A silicon crystal cut parallel to the 510 plane;
6.3.2.2 A quartz crystal cut 6° from the 0001 plane.
6.3.3 Filters or other substrates can be used, but they could contribute to the background signal. In interpretation of diffraction
patterns, this background should be considered.
6.4 Reference Materials:
6.4.1 Standard Reference Materials—Standard reference materials, commonly silicon, corundum, or microcrystalline quartz, are
available from NIST (National Institute of Standards and Technology) or some instrument manufacturers. Standard reference
materials are used to document peak position, resolution/peak width, and intensity of the diffraction peaks.
6.4.2 Mineral reference materials.
6.4.3 Crystalline materials for “internal calibration” or reference material mixed into the analyte.
6.4.3.1 Common crystalline materials that can be used include zincite (zinc oxide), halite (sodium chloride), diamond, silver,
corundum, or another crystalline substance that is absent from the sample and that does not, or minimally, interferes with sample
diffraction peaks, as demonstrated by prior sample analysis or prior knowledge of the sample.
6.5 Powder XRD Reference Data—Reference diffraction data for known materials are available as: powder XRD patterns that are
digital or graphical data representing the intensity of the diffracted X-ray beam versus degrees 2θ (for a specified X-ray
wavelength); tables of diffraction peaks listing the degrees 2θ or the d-spacing (Å), the relative intensity of these peaks, and the
crystallographic plane (defined by h, and k, and l) causing the diffraction; and modelled diffraction patterns derived from crystal
structure data. Several commercial and freely available sources are listed below; however, this list is not inclusive. The source of
reference data should be considered when used to identify phases within the XRD pattern of an unknown sample.
6.5.1 Commercial Sources of Powder XRD Patterns and Structural Data:
6.5.1.1 International Centre for Diffraction Data (ICDD, PDF or Powder Diffraction File) (711).
6.5.1.2 NIST Inorganic Crystal Structure Database (ICSD) (812).
6.5.2 Free Sources of XRD Patterns and Structural Data of Geological Material:
6.5.2.1 The RRUFF Project (913) integrating the American Mineralogist Crystal Structure Database.
6.5.2.2 The Crystallography Open Database or COD (1014) integrating the American Mineralogist Crystal Structure Database.
6.5.3 Sources of Powder XRD Tables of Geological and Related Materials:
6.5.3.1 Table 5.18 of Brown and Brindley (1115).
6.5.3.2 Common soil minerals in Table 4-1 of Ref (1216).
6.5.3.3 Common minerals in clay-sized material (1317).
6.5.3.4 Clay mineral-specific diffraction data (1216, 14-18-1721).
6.5.3.5 Cement- and concrete-specific data (Ref (1822), see Test Method C1365).
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6.6 Powder XRD Analysis Software for Phase Identification:
6.6.1 Diffractometer manufacturers typically provide instrument-specific, high-quality peak detection and phase identification
software.
6.6.2 Alternatively, there are additional commercial (for example, Jade (1923)) and no cost software packages (for example,
CrystalSleuth (913), ReX (2024), or GSAS II (2125); see review in Ref (2226)).
7. Hazards
7.1 X-rays are a hazardous source of ionizing radiation and should be contained within the safety shielding of a commercial
diffractometer whenever the X-ray tube is energized. The X-ray source should be registered with the appropriate jurisdictions.
7.2 The X-ray tube requires high voltages that present a risk of electrocution if instrument safety mechanisms are over-ridden.
8. Sample Preparation
8.1 Recommend sample preparation methods are described below for acquisition of high-quality XRD data, but useful XRD data
can be produced with minimal sample modification (for example, in situ analysis (8.12.3), or from samples of limited quantity
(8.12.1, 8.12.2, 8.12.4).
8.2 Sub-sampling of Particle Assemblages—Representative sub-sampling of particulates can be achieved with a sample splitter,
or cone and quartering, both of which can be impractical for samples of limited quantity (2327).
8.2.1 An alternative method of representative sub-sampling that is appropriate for small quantities of powder, is first mixing the
particles, moistening to cause particle adhesion, then scooping of one or more sub-samples.
NOTE 2—Systematic sub-sampling of particulates is crucial for quantitative XRD methods (see 10.6) to minimize bias in both particle size and modal
abundance of particle type.
8.3 Sample Treatments for Comparisons—Sample treatments should be similar when comparing diffraction patterns of geological
materials (questioned-to-known, questioned-to-questioned, or known-to-known) (see 11.5).
8.3.1 If there is a distinct particle size difference between samples, and if there is sufficient material to conduct size fractionation,
the XRD patterns for comparison should be derived from the same particle size fraction.
8.3.2 Other physical or chemical treatments should be similar for direct comparison of XRD patterns (for example, drying,
crystallite orientation, glycolation, selective dissolution (2428), grinding, type of sample holder).
8.4 Sample Quantity—Diffraction data suitable for phase identification can be acquired from very thin samples (see 8.12.2), but
a powder thickness of at least ~100 μm is optimal (1216, 2529).
8.4.1 If samples are thinner than ~100 μm and if the sample holder is not a low background material (see 6.3.2), contribution from
the sample holder should be considered in the interpretation of the diffraction pattern.
8.4.2 The minimum sample required for acquisition of XRD data suitable for phase identification will vary by sample composition,
but several milligrams on a zero background sample holder can be sufficient (262).
8.5 Sample Particle Size—An optimal sample for powder XRD data acquisition consists of fine particles, typically less than 10-20
μm diameter (48, 1216, 2529).
8.5.1 Reduction of Particle Size—Samples of limited quantity are often ground using a mortar and pestle (1216, 2529).
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8.5.1.1 Grinding in a liquid medium such as acetone or an alcohol is recommended. Grinding in water, while possible, will destroy
potentially soluble minerals (for example, salts such as halite or gypsum). Certain minerals can be altered by aggressive grinding
(2529, 610).
8.5.1.2 Particle reduction mills (such as a McCrone Micronizing Mill) produce an ideal narrow particle range of the right size for
powder XRD (48) but are not recommended for samples of limited quantity.
NOTE 3—To preserve the grain morphology and to permit subsequent grain selection, it can be prudent NOT to grind samples of very limited quantity.
See 8.12.1.
NOTE 4—Contributions from the micronizing media should be considered when interpreting powder diffraction profiles.
8.6 Sample Placement on Sample Holder—Powders should be placed into a clean sample holder, with the powder surface flush
with the top of the sample holder to align with the focusing circle of the diffractometer.
8.6.1 Samples too small to fill a sample holder can be placed directly on a low background substrate.
8.6.2 The powder should ideally cover the entire area irradiated by the X-ray beam, which will depend on the instrument
configuration and the 2θ scan range, but is not required with a zero-background sample holder.
8.7 Random Particle Orientation—With the exception of samples intentionally prepared with a preferred orientation (see 8.8.3),
powders should be prepared to confer random orientation of crystals.
8.7.1 Avoid pressing too hard on the powder surface to maintain random orientation of the crystals.
8.7.2 Clay minerals, common in soils, are particularly susceptible to preferred orientation (59, 610, 1216, 1721).
8.7.3 Use of a side-loading sample holder can minimize these effects (59, 610).
8.8 Clay Mineral Analysis Methods—XRD analysis is one of the principal means of differentiating minerals in the clay-sized
fraction (<2 μm diameter) of soils and sedimentary rocks as these particles are too small to be analyzed by optical microscopy.
Clay minerals are phyllosilicates commonly found in the clay-sized particle range. Because clay minerals have significant effects
on soil chemical and physical properties, specific sample preparation protocols have been developed to functionally differentiate
among these minerals by XRD analysis.
8.8.1 Dispersion of Samples—Dispersion of minerals in an aqueous solution is useful both for separation of size fractions to
segregate clay sized material for XRD (see 8.8.2), and for removal of fine materials coating sand and silt grains prior to grain mount
preparation for analysis by light microscopy.
8.8.1.1 Commonly a dispersant/surfactant is added in trace amounts to aid dispersion. Sonication in an ultrasonic bath or with an
ultrasonic probe aids in dispersion.
8.8.1.2 The presence of carbonates or gypsum can interfere with dispersion but standard methods to remove these minerals are
not recommended for samples of limited quantity.
NOTE 5—Dispersion in water will destroy potentially soluble minerals (for example, salts such as halite).
8.8.2 Separation of Clay-sized Fraction—To separate the clay-sized fraction (<2 μm), the sample is typically dispersed in water
(see 8.8.1) and allowed to settle a known distance for a known length of time (either under gravity or in a centrifuge) in accordance
with Stokes’ Settling Law (1519, 1721).
8.8.3 Oriented Samples—To analyze clay minerals by XRD, many methods are designed to intentionally create samples in which
the platy clay minerals are oriented parallel to the diffraction focal plane, selecting for the 00l lattice spacing. This can be achieved
by:
8.8.3.1 Allowing a clay mineral suspension to sediment out and dry on the sample holder,
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8.8.3.2 Filtering it through a membrane filter and transferring the sediment film on the filter to the sample holder,
8.8.3.3 Generating an XRD pattern of the material in situ on the filter, or
8.8.3.4 Smearing a dense clay paste across the sample holder.
8.8.3.5 Diffraction patterns derived from oriented samples should not be compared to standard powder XRD reference data by
search-match methods due to the suppression of all peaks except 00l.
8.8.4 Clay Treatments—The clay-sized fraction (<2 μm diameter) of soils or other geological material can be subjected to
treatments prior to sequential XRD analysis aiding differentiation among clay mineral varieties (610, 1418, 1519, 1721, 2730;
section 7A1 in Ref (1620); Table 4.2 in Ref (1216)). Common treatments include:
2+ + +
8.8.4.1 Saturation with Mg , K , or Li ;
8.8.4.2 Solvation with glycerin, ethylene glycol, or formalin; or
8.8.4.3 Heating to specific temperatures, typically 300 °C, 400 °C, 500 °C, or 550 °C.
8.8.4.4 For samples of limited quantity, application of cation saturation or heat treatment is not recommended because these
treatments can irreversibly alter the evidence, but solvation is reversible and can be informative.
8.9 Standard Addition for Internal Calibration—Due to the limitations often encountered with evidentiary samples, it is not always
possible to achieve the ideal sample height, particularly for in situ XRD. Because sample height is critical for both phase
identification and comparison (see 10.7.3), the use of an internal standard represents one way to ensure accurate knowledge of peak
position (° 2θ). Alternatively, the presence of another independently established phase (such as quartz) can also be used to serve
as an internal peak position calibrant.
8.10 Standard Addition for Quantification—For quantitative XRD analysis (see 10.6), a common approach is to add a specified
weight percent (~10 to 20 weight %) of an internal standard (see 6.4.3) to the sample, usually corundum, or zincite (2831).
8.10.1 Standards should be absent from the sample and should lack preferred orientation.
8.10.2 This approach is not recommended for samples of limited quantity.
8.11 Segregation and Concentration of a Sample Component:
8.11.1 The segregation and concentration of a component can be done using a range of methods including hand picking particles,
density separation, magnetic separation, or selective dissolution (2529, 2428, 2932).
8.11.2 Physical concentration of a component of a mixture will aid in its identification when it is otherwise present below the XRD
detection limit (see 10.7.4) in a bulk sample.
8.11.3 Segregation of the hydrated cement component of concrete prior to XRD enhances the signal of the cement phases that are
useful in cement comparisons
8.11.4 Hydrated cement can show zoning around aggregate grains and near the concrete surface; thus, sampling and analysis from
representative zones of the evidentiary samples is recommended.
8.12 Adaptations of XRD Methods to Evidentiary Samples of Limited Quantity—Evidentiary geological materials are commonly
limited in quantity or may be adhered to other items in which removal could lead to loss of evidence. Several optional adaptations
of sample preparation and XRD methods can be applied based on the sample characteristics, and availability of equipment (8.12.1
– 8.12.4).
8.12.1 Unground Scant Sample—To preserve grain morphology and to permit subsequent grain selection, XRD patterns can be
acquired from unground particles of geological material.
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8.12.1.1 A collection of “large” unground grains (fine sand to coarse silt sized) can be placed directly on a sample holder.
8.12.1.2 A preparation of scant material consisting of large (over 25 μm), or uneven-sized particles will have an uneven surface
and will likely have few diffracting crystals (2529).
8.12.1.3 Longer data acquisition times and a rotating sample stage are recommended for scant samples to acquire sufficient signal
for peak detection and phase identification.
8.12.1.4 The resulting diffraction peaks from unground samples could be displaced (see 10.7.3) and peaks could broaden due to
the uneven sample height (59).
8.12.1.5 Use of parallel beam optics can mitigate the artifacts of an uneven sample surface (26).
8.12.2 Ground Scant Sample—A small subsample can be ground in a mortar in a solvent and pipetted onto the center of a zero
background sample holder, minimizing the amount of morphologically modified material.
8.12.2.1 Scant samples often require increased data collection time to acquire sufficient signal for peak detection and phase
identification.
8.12.2.2 The minimum sample quantity required for XRD will vary between geological materials.
8.12.3 In Situ XRD Pattern Collection—In certain types of evidence, geological materials are present in trace amounts, either as
intact fragments or as a collection of particles, on an object such as a bullet, fabric, or shoe outsole. When removal of the geological
material from its substrate could lead to loss or modification of evidence, it is beneficial to create an in situ XRD pattern by
mounting the object in or near to the focal surface of the X-ray diffractometer (examples are described in 26, 29-32-3134).
8.12.3.1 Acquiring in situ XRD patterns is non-consumptive, leaving the sample available for other analytical methods (for
example, chemical analysis, DNA extractions; or minimally manipulated bullet for toolmark examination).
8.12.3.2 When a clean area of the substrate is present and compatible with the instrument geometry, collection of a background
diffraction pattern from an area of the substrate without the geological material can enable identification of possible diffraction
peaks originating from the interaction of the substrate with the X-ray beam. For example, kaolinite is added in the production of
many rubber materials (tires, footwear), and when identified in the substrate should be considered in the in situ XRD analysis of
geological material adhering to such items.
8.12.3.3 If heterogeneous sample deposition is suspected, collection of multiple diffraction patterns from the in situ sample can
capture the intra-sample variability.
8.12.3.4 Diffraction peak position shifts due to the irregular height of the in situ sample should be taken into consideration (Sample
displacement, see 10.7.3).
8.12.3.5 Displacement artifacts of in situ samples can be mitigated with the use of parallel beam optics (see 6.1.4).
8.12.3.6 To account for possible peak displacement with in situ XRD analyses, samples can be reanalyzed after the addition of
a crystalline standard, known to be absent from the samples, to allow for a displacement correction.
NOTE 6—These standards should amount to less than ~10 weight % applied by uniformly sprinkling over the sample(s). Example standards include zincite
(zinc oxide), halite (sodium chloride), diamond, corundum, or another crystalline substance that is clearly absent in the XRD scan made prior to its
addition.
8.12.4 μXRD—Standard powder XRD methods can be adapted for the analysis of small samples (micro-XRD) (see 26,
29-32-3235)
8.12.4.1 Better results for μXRD require a focused, collimated X-ray beam (see 6.1.4).
8.12.4.2 Use of an adjustable XYZ tri-axial goniometer head (6.1.6) can assist mitigating focal plane offset, and the presence of
fewer diffraction domains in samples of limited quantity.
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8.12.4.3 Sample preparations for μXRD include: miniaturized sample holders, enclosure within a glass capillary, or attachment to
a filament extended to the focal plane.
8.12.4.4 Use of a sample rotational mechanism, either a rotational stage or a spinning needle, will improve detection of diffraction
peaks (3336).
8.12.4.5 μXRD methods can be applied to individual particles or to powders.
9. XRD Data Acquisition
9.1 Range of 2θ Angles or d-Spacing:
9.1.1 Soils, Sediments, and Rocks—The important diffraction peaks for soil, sediment and rocks typically occur for a d-spacing
range of 2.9 nm to 0.13 nm; 3° to 70° 2θ for Cu-Kα X-rays, 29 Å to 1.3 Å (2831).
NOTE 7—The lowest angles of 2θ (largest d-spacings) in this range are useful for the analysis of clay minerals, particularly mixed-layer clay minerals.
Some diffractometers will not permit scanning below 5° 2θ.
9.1.2 Cement—The important diffraction peaks of cement typically occur between 0.763 nm to 0.175 nm; 11.5° to 52.2° 2θ for
Cu-Kα X-rays, 7.63 Å to 1.75 Å (see Test Method C1365).
9.2 Factors Affecting Diffraction Intensity—Several factors affect the intensity of resultant diffraction peaks, including:
9.2.1 Intensity of incident X-rays on the sample is affected by the X-ray tube’s age and tuning, the type of the X-ray tube, and
the focusing slits used.
NOTE 8—Use of high energy X-ray sources at synchrotron facilities allows the XRD-based detection of low abundance and poorly crystalline materials
in forensic geological materials (3437), but these facilities are not easily accessible to most forensic examiners.
9.2.2 Scan rate of the diffractometer (typically expressed in ° 2θ per second, or count time per step increment).
9.2.3 Sensitivity of the X-ray detector.
9.2.4 Quantity and crystallinity of the sample.
NOTE 9—Certain minerals inherently produce strong diffraction peaks (for example, quartz). For samples with very little material, poor crystallinity, or
with very small crystal sizes, use of slower scan rates could enable detection of pertinent XRD peaks.
9.3 XRD Data Quality Assurance Practices:
9.3.1 XRD methods should be validated prior to use in casework.
NOTE 10—ISO/IEC 17025-2017 provides guidance on criteria to be evaluated during method validation.
9.3.2 Periodically, an XRD pattern should be collected from a standard reference material (for example, silicon, corundum, or
microcrystalline quartz; see 6.4.1), under specified conditions; a reasonable frequency for this check is every month of use, when
an instrument is serviced, and when the instrument performance is suspect.
NOTE 11—Regular analysis of a standard reference material can confirm the proper alignment of the instrument by observation of the correct diffraction
peak position (typically an offset < 0.05 ° 2θ), sufficient peak intensity, and sufficient resolution of peaks. A significant decline in peak intensity could
indicate aging of the X-ray source.
10. Interpretation of XRD Data for Mineral/Phase Identification
10.1 XRD patterns can be used to identify a single phase or the major crystalline materials in a poly-phase sample. Quantification
of the components of a mixture, while possible, is rarely used on casework samples (see 10.6).
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10.2 Peak Detection—Diffraction peak positions should be identified and, optionally, the background can be subtracted from the
diffraction pattern.
NOTE 12—In general, the relative peak sizes should correspond to the reference diffraction data, but factors like preferred orientation (see 10.7.2) and the
overlap of peaks from other crystalline components can cause the relative peak sizes in the observed pattern to deviate from the reference patterns. In
addition, preferred orientation artifacts can be present in the reference patterns.
10.2.1 It is recommended that users rely on default procedures within software packages for peak detection, baseline subtraction,
and peak position determination for consistency between samples.
NOTE 13—If a possible peak is near the detection threshold, the analyst can collect a new diffraction pattern with a slower scan speed/longer count time
to improve the signal to noise ratio.
10.2.1.1 Peak detection thresholds should meet or exceed three times signal to noise.
10.2.2 Clay minerals typically have small crystallite (diffraction domain) sizes that result in broad XRD peaks (3538); these broad
XRD peaks can be undetected by default software peak detection settings and can require manual peak identification.
10.3 Identification of Crystalline Components Without Aid of Software—Use of XRD analysis software is preferred (see 10.4), but
methods for the identification of minerals without the aid of analysis software are briefly described here.
10.3.1 Determination of Diffraction Peak Positions and Relative Intensities:
10.3.1.1 After conversion of peak positions from ° 2θ to d-spacing using Bragg’s Law, the peak positions / d-spacings and relative
peak intensities are compared to published reference tables (see 6.5).
10.3.1.2 Tables of diffraction peaks to aid in mineral identification are typically ordered based on the d-spacing of the most intense
peak (Hanawalt Tables) or listing each entry’s top four most intense peaks (Fink Tables). These two approaches are often applied
together.
10.3.2 Manual Identification of the Minerals by XRD:
10.3.2.1 A tentative identification of the mineral causing the largest peak is assessed by consulting reference data, with
confirmation that, at minimum, all peaks with intensities greater than 30 % of the highest peak are present.
10.3.2.2 Any additional peaks caused by this mineral present in the diffraction pattern should be noted.
10.3.2.3 When considering multiple candidate minerals, take into consideration prior knowledge of the mineralogy derived from
other methods if available.
10.3.2.4 The most intense peak that is not attributed to the first identified mineral is assessed with a similar approach to that used
for the largest peak, but some of the peaks could be obscured by the XRD peaks of the previously identified mineral.
10.3.2.5 Attribution of all remaining diffraction peaks proceeds systematically.
10.4 Identification of Crystalline Components Using Automated Search and Peak Match Software:
10.4.1 The phase identification software will provide a ranked-list of the best matches to the diffraction peaks in a sample, based
on their reference diffraction data.
10.4.2 These tentative identifications should be verified by a combination of visual alignment with reference diffraction patterns,
prior knowledge of the sample (for example, elemental composition information, polarized light microscopy results), and include
explanations for omissions or overlap of the diffraction peaks.
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10.4.3 Following the tentative identification of minerals, the relative peak sizes (peak area counts, ideally) of the candidate
minerals should be assessed to ensure that all major peaks (that is, >30 % of the maximum peak for the mineral) are either present
or obscured by the peak of another mineral.
10.4.4 Many software systems enable differential diffraction analysis, which permits subtraction of XRD peaks from provisionally
identified minerals to facilitate identification of the remaining minerals generating the lower intensity peaks.
10.5 Criteria for Phase Identification—There are no universally accepted criteria for phase identification by powder XRD, but the
following two criteria are suggested:
10.5.1 All of the peaks in the reference diffraction pattern greater than 30 % of the maximum peak size should be present.
10.5.2 At least five diffraction peaks, for phases that have at least five characteristic diffraction lines, should be observed (3639)
(see Test Method C1365 and Practice D934).
NOTE 14—In mixtures, some phases exhibit overlapping peaks; the relative intensities of these peaks should be evaluated prior to their assignment to a
specific phase. These criteria can be relaxed by augmentation from independent analytical data, for example, by microscopy, selective dissolution, or clay
solvation.
10.5.3 Provisional Phase Identification—If fewer than five peaks (3639) (see Test Method C1365 and Practice D934) are detected,
without other supporting analytical data, the phase identification should be noted as provisional.
NOTE 15—For consistency within this guide, the term “provisional” is used to denote an uncertain phase identification, but individual laboratories may
use alternative language for similar conditions (for example, uncertain, tentative, preliminary, unverified).
10.5.3.1 A provisional phase identification can be probative in many cases.
10.5.3.2 The phase identification can be confirmed by the concentration of the phase (see 8.11) and reanalysis by XRD to enable
enhancement of the diffraction peaks or by the application of alternative methods like optical microscopy, energy dispersive X-ray
spectrometry, or Raman spectroscopy.
10.5.3.3 Confirmation can also be made by the disappearance of a peak upon selective dissolution, for example, removal of halite
with water or calcite with acids.
10.6 Quantification of Major Crystalline Components:
10.6.1 Quantification of minerals within geological materials by XRD is performed infrequently because (1) geological materials
in casework often have the potential for particle size bias (for example, differential attachment or loss between contact materials
and soil or sediment) that can change the relative proportion of minerals between the evidence and its source, (2) the limited
quantity of evidentiary material can prevent the optimal sample preparation necessary for proper quantification (3033) and may
not be representative of the modal abundance of its source.
10.6.2 Quantitative XRD methods are often performed on powders to which an internal standard material is added to improve
quantitation and verify instrument alignment and sample position (see 6.4.3).
10.6.3 When using quantitative XRD analysis for comparisons of geological materials, collection of diffraction patterns from
multiple sub-samples (see 8.2) is highly recommended to better represent intra-sample variation in modal abundance, to constrain
the uncertainties in the quantitative results.
10.6.4 There are three common methods for the quantitative analysis of XRD patterns (1721).
10.6.4.1 The reference intensity ratio method, which compares the peak area of a reference material to those in the pattern;
Five diffraction peaks are insufficient to determine unit cell dimensions of crystals of low symmetry, like those in the triclinic crystal system (3740). However, in this
guide, XRD data are not being used to determine crystallographic parameters, but rather the diffraction peaks and relative intensities are being applied as characteristic markers
of the crystal, irrespective of the crystal symmetry.
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10.6.4.2 The Rietveld method, which simulates diffraction patterns with crystallographic information and attempts to minimize the
difference between the synthetic and real diffraction patterns; and
10.6.4.3 A pattern fitting method, in which digital patterns of reference materials are combined to simulate the observed diffraction
pattern (48).
10.6.5 Examples of applications of quantitative phase analysis by XRD applied to analysis of geological materials in casework
are found in (3841, 3942).
10.6.6 Quantification methods for cement by XRD are described in Test Method C1365.
10.7 Limitations to Consider in the Interpretations of XRD Patterns for Mineral Identifications:
10.7.1 Reliability of XRD and Software for Phase Identification:
10.7.1.1 When a single crystalline material is analyzed by powder XRD, identification is genera
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