Standard Guide for Examination and Evaluation of Pitting Corrosion

SIGNIFICANCE AND USE
3.1 It is important to be able to determine the extent of pitting, either in a service application where it is necessary to predict the remaining life in a metal structure, or in laboratory test programs that are used to select the most pitting-resistant materials for service.
SCOPE
1.1 This guide covers the selection of procedures that can be used in the identification and examination of pits and in the evaluation of pitting (See Terminology G15) corrosion to determine the extent of its effect.  
1.2 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.  
1.3 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
Historical
Publication Date
30-Sep-2018
Current Stage
Ref Project

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: G46 − 94 (Reapproved 2018)
Standard Guide for
Examination and Evaluation of Pitting Corrosion
ThisstandardisissuedunderthefixeddesignationG46;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 3. Significance and Use
3.1 It is important to be able to determine the extent of
1.1 Thisguidecoverstheselectionofproceduresthatcanbe
pitting, either in a service application where it is necessary to
used in the identification and examination of pits and in the
predict the remaining life in a metal structure, or in laboratory
evaluation of pitting (See Terminology G15) corrosion to
test programs that are used to select the most pitting-resistant
determine the extent of its effect.
materials for service.
1.2 This standard does not purport to address all of the
4. Identification and Examination of Pits
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4.1 VisualInspection—Avisualexaminationofthecorroded
priate safety, health, and environmental practices and deter-
metal surface is usually beneficial, and this is done under
mine the applicability of regulatory limitations prior to use.
ordinary light, with or without the use of a low-power
1.3 This international standard was developed in accor- magnifying glass, to determine the extent of corrosion and the
dance with internationally recognized principles on standard- apparentlocationofpits.Itisoftenadvisabletophotographthe
corroded surface at this point so that it can be compared with
ization established in the Decision on Principles for the
the clean surface after the removal of corrosion products.
Development of International Standards, Guides and Recom-
4.1.1 If the metal specimen has been exposed to an un-
mendations issued by the World Trade Organization Technical
knownenvironment,thecompositionofthecorrosionproducts
Barriers to Trade (TBT) Committee.
may be of value in determining the cause of corrosion. Follow
recommended procedures in the removal of particulate corro-
2. Referenced Documents
sion products and reserve them for future identification (see
2.1 ASTM Standards:
NACE RP-01-73).
E3Guide for Preparation of Metallographic Specimens
4.1.2 To expose the pits fully, use recommended cleaning
G1Practice for Preparing, Cleaning, and Evaluating Corro-
procedures to remove the corrosion products and avoid solu-
sion Test Specimens
tions that attack the base metal excessively (see Practice G1).
G15TerminologyRelatingtoCorrosionandCorrosionTest-
It may be advisable during cleaning to probe the pits with a
ing (Withdrawn 2010)
pointed tool to determine the extent of undercutting or subsur-
G16Guide for Applying Statistics to Analysis of Corrosion
face corrosion (Fig. 1). However, scrubbing with a stiff bristle
Data
brush will often enlarge the pit openings sufficiently by
removal of corrosion products, or undercut metal to make the
2.2 National Association of Corrosion Engineers Standard:
pits easier to evaluate.
NACE RP-01-73Collection and Identification of Corrosion
4.1.3 Examine the cleaned metal surface under ordinary
Products
lighttodeterminetheapproximatesizeanddistributionofpits.
Follow this procedure by a more detailed examination through
a microscope using low magnification (20×).
This guide is under the jurisdiction ofASTM Committee G01 on Corrosion of
4.1.4 Determine the size, shape, and density of pits.
Metals and is the direct responsibility of Subcommittee G01.05 on Laboratory
4.1.4.1 Pits may have various sizes and shapes. A visual
Corrosion Tests.
Current edition approved Oct. 1, 2018. Published November 2018. Originally
examinationofthemetalsurfacemayshowaround,elongated,
approvedin1976.Lastpreviouseditionapprovedin2013asG46–94(2013).DOI:
or irregular opening, but it seldom provides an accurate
10.1520/G0046-94R18.
indication of corrosion beneath the surface. Thus, it is often
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
necessary to cross section the pit to see its actual shape and to
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
determine its true depth. Several variations in the cross-
the ASTM website.
sectioned shape of pits are shown in Fig. 1.
The last approved version of this historical standard is referenced on
4.1.4.2 It is a tedious job to determine pit density by
www.astm.org.
Insert in Materials Protection and Performance, Vol 12, June 1973, p. 65. counting pits through a microscope eyepiece, but the task can
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
G46 − 94 (2018)
FIG. 1 Variations in the Cross-Sectional Shape of Pits
be made easier by the use of a plastic grid. Place the grid, mightbeausefulmeanstocomparespecimensbeforeandafter
containing3to6-mmsquares,onthemetalsurface.Countand corrosion to determine whether pitting has occurred and
record the number of pits in each square, and move across the whether it is associated with previous porosity. It may also be
grid in a systematic manner until all the surface has been useful to determine the extent of subsurface and undercutting
covered. This approach minimizes eyestrain because the eyes pitting (Fig. 1).
can be taken from the field of view without fear of losing the
4.2.2 Electromagnetic:
area of interest.
4.2.2.1 Eddy currents can be used to detect defects or
4.1.5 Metallographic Examination—Select and cut out a
irregularities in the structure of electrically conducting mate-
representative portion of the metal surface containing the pits
rials.When a specimen is exposed to a varying magnetic field,
and prepare a metallographic specimen in accordance with the
produced by connecting an alternating current to a coil, eddy
recommended procedures given in Methods E3. Examine
currents are induced in the specimen, and they in turn produce
microscopically to determine whether there is a relation
a magnetic field of their own. Materials with defects will
between pits and inclusions or microstructure, or whether the
produce a magnetic field that is different from that of a
cavitiesaretruepitsormighthaveresultedfrommetaldropout
reference material without defects, and an appropriate detec-
caused by intergranular corrosion, dealloying, and so forth.
tion instrument is required to determine these differences.
4.2.2.2 The induction of a magnetic field in ferromagnetic
4.2 Nondestructive Inspection—A number of techniques
have been developed to assist in the detection of cracks or materials is another approach that is used. Discontinuities that
are transverse to the direction of the magnetic field cause a
cavitiesinametalsurfacewithoutdestroyingthematerial (1).
These methods are less effective for locating and defining the leakage field to form above the surface of the part. Ferromag-
netic particles are placed on the surface to detect the leakage
shapeofpitsthansomeofthosepreviouslydiscussed,butthey
merit consideration because they are often used in situ, and field and to outline the size and shape of the discontinuities.
Rather small imperfections can be detected by this method.
thus are more applicable to field applications.
4.2.1 Radiographic—Radiation, such as X rays, are passed However, the method is limited by the required directionality
of defects to the magnetic field, by the possible need for
through the object. The intensity of the emergent rays varies
demagnetization of the material, and by the limited shape of
with the thickness of the material. Imperfections may be
parts that can be examined.
detected if they cause a change in the absorption of X rays.
Detectors or films are used to provide an image of interior
4.2.3 Sonics:
imperfections. The metal thickness that can be inspected is
4.2.3.1 In the use of ultrasonics, pulses of sound energy are
dependentontheavailableenergyoutput.Poresorpitsmustbe
transmitted through a couplant, such as oil or water, onto the
as large as ⁄2 % of the metal thickness to be detected. This
metalsurfacewherewavesaregenerated.Thereflectedechoes
technique has only slight application to pitting detection, but it
are converted to electrical signals that can be interpreted to
showthelocationofflawsorpits.Bothcontactandimmersion
methods are used. The test has good sensitivity and provides
Theboldfacenumbersinparenthesesrefertothelistofreferencesattheendof
this practice. instantaneous information about the size and location of flaws.
G46 − 94 (2018)
However,referencestandardsarerequiredforcomparison,and of corrosion have disappeared. (Some difficulty from galling
training is needed to interpret the results properly. and smearing may be encountered with soft metals, and pits
4.2.3.2 An alternative approach is to use acoustic emissions
may be obliterated.) Measure the thickness of the specimen
in detecting flaws in metals. Imperfections, such as pits, between the unaffected surface and subtract from the original
generate high-frequency emissions under thermal or mechani-
thickness to give the maximum depth of pitting. Repeat this
cal stress. The frequency of emission and the number of
procedure on the unmachined surface unless the thickness has
occurrences per unit time determine the presence of defects.
beenreducedby50%ormoreduringthemachiningofthefirst
4.2.4 Penetrants—Defects opening to the surface can be
side.
detected by the application of a penetrating liquid that subse-
5.2.2.2 This method is equally suitable for determining the
quently exudes from the surface after the excess penetrant has
numberofpitswithspecificdepths.Countthevisiblepits;then
beenremoved.Defectsarelocatedbysprayingthesurfacewith
machine away the surface of the metal in measured stages and
a developer that reacts with a dye in the penetrant, or the
count the number of visible pits remaining at each stage.
penetrant may contain a fluorescent material that is viewed
Subtract the number of pits at each stage from the count at the
under black light. The size of the defect is shown by the
previousstagetoobtainthenumberofpitsateachdepthofcut.
intensity of the color and the rate of bleed-out. This technique
5.2.3 Micrometer or Depth Gage:
provides only an approximation of the depth and size of pits.
5.2.3.1 This method is based on the use of a pointed needle
4.2.5 None of these nondestructive test methods provide
attached to a micrometer or calibrated depth gage to penetrate
satisfactory detailed information about pitting. They can be
the pit cavity. Zero the instrument on an unaffected area at the
used to locate pits and to provide some information about the
lipofthepit.Inserttheneedleinthepituntilitreachesthebase
size of pits, but they generally are not able to detect small pits,
where a new measurement is taken. The distance traveled by
and confusion may arise in attempting to differentiate between
the needle is the depth of the pit. It is best to use constant-
pits and other surface blemishes. Most of these methods were
tension instruments to minimize metal penetration at the base
developed to detect cracks or flaws in metals, but with more
of the pit. It can be advantageous to use a stereomicroscope in
refined development they may become more applicable to
conjunctionwiththistechniquesothatthepitcanbemagnified
pitting measurements.
to ensure that the needle point is at the bottom of the pit. The
method is limited to pits that have a sufficiently large opening
5. Extent of Pitting
toaccommodatetheneedlewithoutobstruction;thiseliminates
5.1 Mass Loss—Metal mass loss is not ordinarily recom-
those pits where undercutting or directional orientation has
mended for use as a measure of the extent of pitting unless
occurred.
general corrosion is slight and pitting is fairly severe. If
5.2.3.2 In a variation of this method, attach the probe to a
uniform corrosion is significant, the contribution of pitting to
spherometer and connect through a microammeter and battery
total metal loss is small, and pitting damage cannot be
to the specimen (3, 4). When the probe touches the bottom of
determined accurately from mass loss. In any case, mass loss
the pit, it completes the electrical circuit, and the probe
can only provide information about total metal loss due to
movement is a measurement of pit depth. This method is
pitting but nothing about depth of penetration. However, mass
limited to very regularly shaped pits because contact with the
lossshouldnotbeneglectedineverycasebecauseitmaybeof
side of the pit would give a false reading.
value; for example, mass loss along with a visual comparison
5.2.4 Microscopical—This method is particularly valuable
of pitted surfaces may be adequate to evaluate the pitting
when pits are too narrow or difficult to penetrate with a probe
resistance of alloys in laboratory tests.
type of instrument. The method is amenable to use as long as
5.2 Pit Depth Measurement:
lightcanbefocusedonthebaseofthepit,whichwouldnotbe
5.2.1 Metallographic—Pit depth can be determined by sec-
possible in the case of example (e)in Fig. 1.
tioning vertically through a pre-selected pit, mounting the
5.2.4.1 Useametallurgicalmicroscopewithamagnification
cross-sectioned pit metallographically, and polishing the sur-
range from 50 to 500× and a calibrated fine-focus knob (for
face. The depth of the pit is measured on the flat, polished
example, 1 division=0.001 mm). If the latter is not available,
surface by the use of a microscope with a calibrated eyepiece.
a dial micrometer can be attached to the microscope in such a
The method is very accurate, but it requires good judgment in
way that it will show movement of the stage relative to the
the selection of the pit and good technique in cutting through
microscope body.
thepit.Itslimitationsarethatitistimeconsuming,thedeepest
5.2.4.2 Locate a single pit on the metal surface and center
pit may not have been selected, and the pit may not have been
undertheobjectivelensofthemicroscopeatlowmagnification
sectioned at the deepest point of penetration.
(for example, 50×). Increase the objective lens magnification
5.2.2 Machining (2, 3):
5.2.2.1 This method requires a sample that is fairly regular untilthepitareacoversmostofthefieldunderview.Focusthe
specimen surface at the lip of the pit, using first the coarse and
in shape, and it involves the destruction of the specimen.
Measure the thickness of the specimen between two areas that then the fine-focusing knobs of the microscope. Record th
...


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: G46 − 94 (Reapproved 2013) G46 − 94 (Reapproved 2018)
Standard Guide for
Examination and Evaluation of Pitting Corrosion
This standard is issued under the fixed designation G46; 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 the selection of procedures that can be used in the identification and examination of pits and in the
evaluation of pitting (See Terminology G15) corrosion to determine the extent of its effect.
1.2 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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.3 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:
E3 Guide for Preparation of Metallographic Specimens
G1 Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens
G15 Terminology Relating to Corrosion and Corrosion Testing (Withdrawn 2010)
G16 Guide for Applying Statistics to Analysis of Corrosion Data
2.2 National Association of Corrosion Engineers Standard:
NACE RP-01-73 Collection and Identification of Corrosion Products
3. Significance and Use
3.1 It is important to be able to determine the extent of pitting, either in a service application where it is necessary to predict
the remaining life in a metal structure, or in laboratory test programs that are used to select the most pitting-resistant materials for
service.
4. Identification and Examination of Pits
4.1 Visual Inspection—A visual examination of the corroded metal surface is usually beneficial, and this is done under ordinary
light, with or without the use of a low-power magnifying glass, to determine the extent of corrosion and the apparent location of
pits. It is often advisable to photograph the corroded surface at this point so that it can be compared with the clean surface after
the removal of corrosion products.
4.1.1 If the metal specimen has been exposed to an unknown environment, the composition of the corrosion products may be
of value in determining the cause of corrosion. Follow recommended procedures in the removal of particulate corrosion products
and reserve them for future identification (see NACE RP-01-73).
4.1.2 To expose the pits fully, use recommended cleaning procedures to remove the corrosion products and avoid solutions that
attack the base metal excessively (see Practice G1). It may be advisable during cleaning to probe the pits with a pointed tool to
determine the extent of undercutting or subsurface corrosion (Fig. 1). However, scrubbing with a stiff bristle brush will often
enlarge the pit openings sufficiently by removal of corrosion products, or undercut metal to make the pits easier to evaluate.
This guide is under the jurisdiction of ASTM Committee G01 on Corrosion of Metals and is the direct responsibility of Subcommittee G01.05 on Laboratory Corrosion
Tests.
Current edition approved May 1, 2013Oct. 1, 2018. Published July 2013November 2018. Originally approved in 1976. Last previous edition approved in 20052013 as
G46 – 94 (2005).(2013). DOI: 10.1520/G0046-94R13. 10.1520/G0046-94R18.
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.
The last approved version of this historical standard is referenced on www.astm.org.
Insert in Materials Protection and Performance, Vol 12, June 1973, p. 65.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
G46 − 94 (2018)
FIG. 1 Variations in the Cross-Sectional Shape of Pits
4.1.3 Examine the cleaned metal surface under ordinary light to determine the approximate size and distribution of pits. Follow
this procedure by a more detailed examination through a microscope using low magnification (20×).
4.1.4 Determine the size, shape, and density of pits.
4.1.4.1 Pits may have various sizes and shapes. A visual examination of the metal surface may show a round, elongated, or
irregular opening, but it seldom provides an accurate indication of corrosion beneath the surface. Thus, it is often necessary to cross
section the pit to see its actual shape and to determine its true depth. Several variations in the cross-sectioned shape of pits are
shown in Fig. 1.
4.1.4.2 It is a tedious job to determine pit density by counting pits through a microscope eyepiece, but the task can be made
easier by the use of a plastic grid. Place the grid, containing 3 to 6-mm squares, on the metal surface. Count and record the number
of pits in each square, and move across the grid in a systematic manner until all the surface has been covered. This approach
minimizes eyestrain because the eyes can be taken from the field of view without fear of losing the area of interest.
4.1.5 Metallographic Examination—Select and cut out a representative portion of the metal surface containing the pits and
prepare a metallographic specimen in accordance with the recommended procedures given in Methods E3. Examine
microscopically to determine whether there is a relation between pits and inclusions or microstructure, or whether the cavities are
true pits or might have resulted from metal dropout caused by intergranular corrosion, dealloying, and so forth.
4.2 Nondestructive Inspection—A number of techniques have been developed to assist in the detection of cracks or cavities in
a metal surface without destroying the material (1). These methods are less effective for locating and defining the shape of pits
than some of those previously discussed, but they merit consideration because they are often used in situ, and thus are more
applicable to field applications.
4.2.1 Radiographic—Radiation, such as X rays, are passed through the object. The intensity of the emergent rays varies with
the thickness of the material. Imperfections may be detected if they cause a change in the absorption of X rays. Detectors or films
are used to provide an image of interior imperfections. The metal thickness that can be inspected is dependent on the available
energy output. Pores or pits must be as large as ⁄2 % of the metal thickness to be detected. This technique has only slight
application to pitting detection, but it might be a useful means to compare specimens before and after corrosion to determine
whether pitting has occurred and whether it is associated with previous porosity. It may also be useful to determine the extent of
subsurface and undercutting pitting (Fig. 1).
4.2.2 Electromagnetic:
4.2.2.1 Eddy currents can be used to detect defects or irregularities in the structure of electrically conducting materials. When
a specimen is exposed to a varying magnetic field, produced by connecting an alternating current to a coil, eddy currents are
The boldface numbers in parentheses refer to the list of references at the end of this practice.
G46 − 94 (2018)
induced in the specimen, and they in turn produce a magnetic field of their own. Materials with defects will produce a magnetic
field that is different from that of a reference material without defects, and an appropriate detection instrument is required to
determine these differences.
4.2.2.2 The induction of a magnetic field in ferromagnetic materials is another approach that is used. Discontinuities that are
transverse to the direction of the magnetic field cause a leakage field to form above the surface of the part. Ferromagnetic particles
are placed on the surface to detect the leakage field and to outline the size and shape of the discontinuities. Rather small
imperfections can be detected by this method. However, the method is limited by the required directionality of defects to the
magnetic field, by the possible need for demagnetization of the material, and by the limited shape of parts that can be examined.
4.2.3 Sonics:
4.2.3.1 In the use of ultrasonics, pulses of sound energy are transmitted through a couplant, such as oil or water, onto the metal
surface where waves are generated. The reflected echoes are converted to electrical signals that can be interpreted to show the
location of flaws or pits. Both contact and immersion methods are used. The test has good sensitivity and provides instantaneous
information about the size and location of flaws. However, reference standards are required for comparison, and training is needed
to interpret the results properly.
4.2.3.2 An alternative approach is to use acoustic emissions in detecting flaws in metals. Imperfections, such as pits, generate
high-frequency emissions under thermal or mechanical stress. The frequency of emission and the number of occurrences per unit
time determine the presence of defects.
4.2.4 Penetrants—Defects opening to the surface can be detected by the application of a penetrating liquid that subsequently
exudes from the surface after the excess penetrant has been removed. Defects are located by spraying the surface with a developer
that reacts with a dye in the penetrant, or the penetrant may contain a fluorescent material that is viewed under black light. The
size of the defect is shown by the intensity of the color and the rate of bleed-out. This technique provides only an approximation
of the depth and size of pits.
4.2.5 None of these nondestructive test methods provide satisfactory detailed information about pitting. They can be used to
locate pits and to provide some information about the size of pits, but they generally are not able to detect small pits, and confusion
may arise in attempting to differentiate between pits and other surface blemishes. Most of these methods were developed to detect
cracks or flaws in metals, but with more refined development they may become more applicable to pitting measurements.
5. Extent of Pitting
5.1 Mass Loss—Metal mass loss is not ordinarily recommended for use as a measure of the extent of pitting unless general
corrosion is slight and pitting is fairly severe. If uniform corrosion is significant, the contribution of pitting to total metal loss is
small, and pitting damage cannot be determined accurately from mass loss. In any case, mass loss can only provide information
about total metal loss due to pitting but nothing about depth of penetration. However, mass loss should not be neglected in every
case because it may be of value; for example, mass loss along with a visual comparison of pitted surfaces may be adequate to
evaluate the pitting resistance of alloys in laboratory tests.
5.2 Pit Depth Measurement:
5.2.1 Metallographic—Pit depth can be determined by sectioning vertically through a pre-selected pit, mounting the
cross-sectioned pit metallographically, and polishing the surface. The depth of the pit is measured on the flat, polished surface by
the use of a microscope with a calibrated eyepiece. The method is very accurate, but it requires good judgment in the selection
of the pit and good technique in cutting through the pit. Its limitations are that it is time consuming, the deepest pit may not have
been selected, and the pit may not have been sectioned at the deepest point of penetration.
5.2.2 Machining (2, 3):):
5.2.2.1 This method requires a sample that is fairly regular in shape, and it involves the destruction of the specimen. Measure
the thickness of the specimen between two areas that have not been affected by general corrosion. Select a portion of the surface
on one side of the specimen that is relatively unaffected; then machine the opposite surface where the pits are located on a precision
lathe, grinder, or mill until all signs of corrosion have disappeared. (Some difficulty from galling and smearing may be encountered
with soft metals, and pits may be obliterated.) Measure the thickness of the specimen between the unaffected surface and subtract
from the original thickness to give the maximum depth of pitting. Repeat this procedure on the unmachined surface unless the
thickness has been reduced by 50%50 % or more during the machining of the first side.
5.2.2.2 This method is equally suitable for determining the number of pits with specific depths. Count the visible pits; then
machine away the surface of the metal in measured stages and count the number of visible pits remaining at each stage. Subtract
the number of pits at each stage from the count at the previous stage to obtain the number of pits at each depth of cut.
5.2.3 Micrometer or Depth Gage:
5.2.3.1 This method is based on the use of a pointed needle attached to a micrometer or calibrated depth gage to penetrate the
pit cavity. Zero the instrument on an unaffected area at the lip of the pit. Insert the needle in the pit until it reaches the base where
a new measurement is taken. The distance traveled by the needle is the depth of the pit. It is best to use constant-tension instruments
to minimize metal penetration at the base of the pit. It can be advantageous to use a stereomicroscope in conjunction with this
G46 − 94 (2018)
technique so that the pit can be magnified to ensure that the needle point is at the bottom of the pit. The method is limited to pits
that have a sufficiently large opening to accommodate the needle without obstruction; this eliminates those pits where undercutting
or directional orientation has occurred.
5.2.3.2 In a variation of this method, attach the probe to a spherometer and connect through a microammeter and battery to the
specimen (3, 4). When the probe touches the bottom of the pit, it completes the electrical circuit, and the probe movement is a
measurement of pit depth. This method is limited to very regularly shaped pits because contact with the side of th
...

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