ASTM G92-86(2010)
(Practice)Standard Practice for Characterization of Atmospheric Test Sites
Standard Practice for Characterization of Atmospheric Test Sites
SIGNIFICANCE AND USE
This practice gives suggested procedures for characterization of atmospheric test sites. It can be useful to researchers, manufacturers, engineering firms, architects, and construction contractors to provide corrosion and environmental data, materials selection information, and a materials storage practice.
This practice does not give specific parameters for classifying the type of test site.
SCOPE
1.1 This practice gives suggested procedures for the characterization of atmospheric test sites. Continuous characterization can provide corrosion data, environmental data, or both which will signal changes in corrosivity of the atmospheric environment. This practice can also provide guidance for classification of future test sites.
1.2 Two methods are defined in this practice for the characterization of atmospheric test sites. The methods are identified as characterization Methods A and B. The preferred characterization technique would require using both Method A and B for concurrent data collection.
1.2.1 Method A is to be used when atmospheric corrosion is monitored on a continuing basis at a test site using specified materials and exposure configurations.
1.2.2 Method B is specified when atmospheric factors are monitored on a continuing basis.
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Standards Content (Sample)
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Designation:G92 −86(Reapproved 2010)
Standard Practice for
Characterization of Atmospheric Test Sites
ThisstandardisissuedunderthefixeddesignationG92;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope G84Practice for Measurement of Time-of-Wetness on Sur-
faces Exposed to Wetting Conditions as in Atmospheric
1.1 This practice gives suggested procedures for the char-
Corrosion Testing
acterization of atmospheric test sites. Continuous characteriza-
G91Practice for Monitoring Atmospheric SO Deposition
tion can provide corrosion data, environmental data, or both 2
Rate for Atmospheric Corrosivity Evaluation
which will signal changes in corrosivity of the atmospheric
environment. This practice can also provide guidance for
3. Summary of Methods
classification of future test sites.
1.2 Two methods are defined in this practice for the char-
3.1 Characterization Method A is to be used when atmo-
acterization of atmospheric test sites. The methods are identi-
spheric corrosion data are to be obtained.
fied as characterization Methods A and B. The preferred
3.1.1 Corrosion tests to measure the corrosivity of the test
characterization technique would require using both MethodA
site should follow the procedure established by Practice G50.
and B for concurrent data collection.
Additional special instructions are identified in this procedure
1.2.1 MethodAistobeusedwhenatmosphericcorrosionis
relating to types of materials for corrosion characterization
monitored on a continuing basis at a test site using specified
tests, time of test exposure, positioning of test specimens,
materials and exposure configurations.
removal of test specimens and proper identification, cleaning
1.2.2 Method B is specified when atmospheric factors are
practices, and reporting of data.
monitored on a continuing basis.
3.2 Characterization Method B is to be used when atmo-
1.3 The values stated in SI units are to be regarded as
spheric climatological factors influencing the corrosion of
standard. No other units of measurement are included in this
metals are to be monitored.
standard.
3.2.1 Several atmospheric factors which have been identi-
1.4 This standard does not purport to address all of the
fied as having significant bearing on the corrosion of metals
safety concerns, if any, associated with its use. It is the
include, but are not limited to, sulfur dioxide, chlorides,
responsibility of the user of this standard to establish appro-
temperature, humidity, precipitation, time of wetness, and
priate safety and health practices and determine the applica-
atmospheric particulate matter.
bility of regulatory limitations prior to use.
3.3 The preferred technique utilizes both Methods A and B
2. Referenced Documents
for concurrent data to be collected.
2.1 ASTM Standards:
3.3.1 Should either Method A or B be singled out as the
A36/A36MSpecification for Carbon Structural Steel
primary technique to be used on a continuing basis, both
B6Specification for Zinc
should be used at some point in time to establish a data base.
G1Practice for Preparing, Cleaning, and Evaluating Corro-
The availability of computerized weather stations greatly
sion Test Specimens
facilitates the collection of reliable atmospheric data.
G50Practice for Conducting Atmospheric Corrosion Tests
on Metals
4. Significance and Use
4.1 This practice gives suggested procedures for character-
This practice is under the jurisdiction ofASTM Committee G01 on Corrosion
izationofatmospherictestsites.Itcanbeusefultoresearchers,
of Metals and is the direct responsibility of Subcommittee G01.04 on Atmospheric
Corrosion.
manufacturers, engineering firms, architects, and construction
Current edition approved Sept. 1, 2010. Published May 2011. Last previous
contractors to provide corrosion and environmental data, ma-
edition approved in 2003 as G92–86(2003). DOI: 10.1520/G0092-86R10.
2 terials selection information, and a materials storage practice.
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
4.2 This practice does not give specific parameters for
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. classifying the type of test site.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
G92−86 (2010)
PROCEDURES 5.2.2 An identifying code should be assigned to each
specimen. Locating a permanent code on each test specimen
5. Method A can be accomplished easily by using a code template (Fig. 1).
5.2.2.1 Pre-assignment of codes for a definite test period is
5.1 Materials:
suggested. After a temporary mark is placed on the specimen,
5.1.1 The materials recommended for conducting atmo-
a permanent drilled code (a series of 2.5 mm holes) should
spheric corrosion characterization studies are copper-bearing
perforate the test specimen.
structural carbon steel (such as Specification A36/A36M with
5.2.3 Alltestspecimensofthesamealloyshouldbecleaned
0.2% copper min) and high-purity zinc (Specification B6 high
by the same procedure to ensure a comparative surface finish
grade).
following the guidance of Practice G1. The recommended
5.1.2 Materials recommended are the absolute minimum
practice suggested for cleaning is (a) degrease and pickle, if
required to serve as a characterization base for test sites.
necessary,toremovegrease,millscale,orotherimpurities;(b)
Additionalmaterialsshouldbeaddedtomeetindividualneeds.
scrub with pumice and britle brush until free of water-break;
Sufficient material should be obtained at the start to insure that
(c) dry with towels; and (d) place in a desiccator for 2 h before
an ample supply of the same heat is available to complete the
weighing.
characterization test. If tests are on-going and additional
5.2.4 Specimens should be weighed (61.0 mg) and original
materials must be obtained, care should be taken in attempting
mass recorded on a data sheet (Table 1). Specific information,
to match material compositions.
suchasnominalcomposition,density,andexposedareashould
5.1.3 Sufficient specimens should be prepared to comply
also be recorded.
with the specific criteria for the planned characterization test.
5.2.5 Specimensshouldbestoredinadesiccatororsealedin
5.2 Material Preparation:
airtight storage bags until the time of exposure.
5.2.1 Testspecimensshouldbeshearedtosize,forexample,
100×150 mm. 5.3 Exposure of Test Specimens:
* Template contains 126 drilled holes
FIG. 1 Sample Atmospheric Specimen Drill Code Identification Template
G92−86 (2010)
TABLE 1 Sample Data Sheet for Atmospheric Corrosion Data
Test Site: Kure Beach (250 m lot) Latitude: 34° 00' N
Exposure Dates: 10/7/61 to 10/6/62 Longitude: 77° 55' W
Mass (g)
Material Code Exposure Period Mass Loss Per Corrosion
(days) Original Final Loss Unit Area Rate
(mg/m ) (mm/y)
Cu-steel A1-B2 365 196.583 187.332 9.251 2.86 × 10 0.0365
Zinc A2-B2 365 67.521 66.938 0.583 1.84 × 10 0.0026
Test Method Documentation
Steel Zinc
1. Composition (weight %) 0.15 C, 1.0 Mn, 0.01 P, 0.027 S, 0.24 Si, 0.01 Cu, 0.012 Cd, 0.03 Pb, 0.02 Fe,
0.21 Cu, 0.05 Ni, 0.03 Cr, Balance Fe Balance Zn
3 3 3
2. Density (g/cm ) 7.85 g/cm 7.13 g/cm
3. Dimensions (mm) 100 × 150 × 2.00 mm 100 × 150 × 2.00 mm
2 2 2
4. Exposed area (cm ) 322.9 cm 317.7 cm
TABLE 2 Sample Data Sheet for Atmospheric Climatological Data
Test Site: Kure Beach (250 m lot) Latitude: 34° 00' N
Dates: 5/1/83 to 5/3/83 Longitude: 77° 55' W
Time of Wetness
Temperature (°C) Relative Humidity (%)
Precipitation
(h/day)
Date
(mm)
High Low Mean High Low Mean Skyward Groundward
5/1/83 25.6 12.8 19.2 100 56 82 0 12 13
5/2/83 26.1 16.7 21.4 97 56 82 0 10 13
5/3/83 26.7 17.8 22.2 100 60 85 1.3 12 14
5.3.1 The frequency at which test specimens should be 5.3.6.1 Initial weather conditions at time of exposure of test
exposed at a test site is dictated by the specific needs for data. specimens may have an effect on long term corrosion behavior
5.3.2 Triplicate specimens of each material should be ex- (1).
posed for each test period.
5.4 Removals and Reporting:
5.3.3 An exposure period of one year is suggested as a
5.4.1 After the predetermined exposure period is completed
minimum,multipleperiodsshouldbeconsidered,forexample,
(for example, one year), the specimens should be removed and
3, 6, and 12 months; 1 and 2 years or 1, 2, and 4 years. Shorter
placed in pre-labeled envelopes. Observations or photographs
test periods may be necessary where corrosion is severe and
needed to document appearance can be made at this time or
longer test periods where corrosion is less severe.
after the spec
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