Name: ASTM D2792-69(2004) - Standard Test Method for Solvent and Fuel Resistance of Traffic Paint
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Abstract

Standard Test Method for Solvent and Fuel Resistance of Traffic Paint

SIGNIFICANCE AND USE
Traffic paints must have good resistance to motor oil and fuel drippings on the highway. This test method describes the procedure necessary to measure the resistance of traffic paint to reference test fluids in order to simulate this type of action.
SCOPE
1.1 This test method describes a laboratory test for determining the resistance of a dried film of traffic paint to the action of a specified hydrocarbon solvent or gasoline fuel test fluid.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 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.

General Information

Status

Historical

Publication Date

31-May-2004

ICS

87.040 - Paints and varnishes

93.080.30 - Road equipment and installations

Technical Committee

D01 - Paint and Related Coatings, Materials, and Applications

Drafting Committee

D01.44 - Traffic Coatings

Current Stage

Ref Project

Relations

Replaces

ASTM D2792-69(1998) - Standard Test Method for Solvent and Fuel Resistance of Traffic Paint

Effective Date

01-Jun-2004

Replaced By

ASTM D2792-69(2010) - Standard Test Method for Solvent and Fuel Resistance of Traffic Paint

Effective Date

01-Dec-2010

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ASTM D2792-69(2004) - Standard Test Method for Solvent and Fuel Resistance of Traffic Paint

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Standards Content (Sample)

ASTM D2792-69(2004) - Standard...

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D2792–69(Reapproved2004)
Standard Test Method for
Solvent and Fuel Resistance of Traffic Paint
This standard is issued under the ﬁxed designation D2792; 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 procedure necessary to measure the resistance of traffic paint to
reference test ﬂuids in order to simulate this type of action.
1.1 This test method describes a laboratory test for deter-
miningtheresistanceofadriedﬁlmoftrafficpainttotheaction
5. Apparatus
of a speciﬁed hydrocarbon solvent or gasoline fuel test ﬂuid.
5.1 Tin Panel—Panels shall be cut from bright tin plate
1.2 The values stated in SI units are to be regarded as the
weighing not more than 25 g and not less than 19 g/dm (0.51
standard. The values given in parentheses are for information
to 0.39 lb/ft ). The panel should be about 75 by 130 mm (3 by
only.
5 in.).
1.3 This standard does not purport to address all of the
5.2 Film Applicator, which will producea3or 6-mil (76 or
safety concerns, if any, associated with its use. It is the
142-µm) (0.003 or 0.006-in.) wet ﬁlm thickness.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
6. Reagents and Materials
bility of regulatory limitations prior to use.
6.1 Test Liquid—The testing liquid shall be speciﬁed by the
purchaser and shall be selected from the following, dependent
2. Referenced Documents
on the paint tested:
2.1 ASTM Standards:
6.1.1 Type I of Federal Speciﬁcation TT-S-735 which is the
D471 Test Method for Rubber Property—Effect of Liquids
same as ASTM Reference Fuel A (Test Method D471).
2.2 Federal Standard:
3 6.1.2 Type III of Federal Speciﬁcation TT-S-735 which is
TT-S-735 Standard Test Fluids for Hydrocarbons
the same as ASTM Reference Fuel B (Test Method D471).
3. Summary of Test Method
7. Procedure
3.1 The test paint is applied to a speciﬁed, properly pre-
7.1 Clean the tin panels thoroughly with a suitable solvent,
pared, tin panel. After aging, the coated panel is immersed in
and buff lightly with ﬁne steel wool. Prepare at least 3 panels
the hydrocarbon test ﬂuid for a speciﬁed period of time at a
for each paint to be tested.
speciﬁed temperature. The paint is examined for blistering,
7.2 Examine the test paint, remove any skins that are
wrinkling, and loss of adhesion immediately upon removal and
present, stir with a paddle to loosen any settled pigment, and
for complete hardness after a speciﬁed recovery time.
mix thoroughly.
4. Signiﬁcance and Use 7.3 Draw down the material on the panels using a ﬁlm
applicator that will produce a 76 or 142-µm (3 or 6-mil) wet
4.1 Trafficpaintsmusthavegoodresistancetomotoroiland
ﬁlm as speciﬁed by the purchaser.
fuel drippings on the highway. This test method describes the
7.4 Air dry the coating for the time speciﬁed by the
purchaser (usually 90 h) and then immerse the panels to half
This test method is u
...

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3.1 This test method serves as a laboratory control test. Types of pavement markings that can be tested with this method are waterborne traffic paint, solvent borne traffic paint, and some two component 100 % solids liquid pavement markings, such as epoxy and modified epoxy pavement markings. If wet film thickness, temperature, and humidity are controlled within the tolerances specified herein, this method can be useful for relative testing of pavement markings and potentially for qualification of pavement markings for field application in approved specifications. For improved repeatability and meaningful comparison of pavement markings samples being tested, consistent air flow over the pavement marking films during testing is important. The buyer and seller should agree upon the air flow conditions, whether it be static or carefully regulated air flow (see 4.6.1 and 4.6.2). Because of the many variables operative in the field application of pavement markings (for example, wet film thickness, air temperature, humidity, wind speed, pavement type (asphalt or concrete), film profile over pavement, pavement temperature, pavement porosity, pavement moisture content, and the presence or absence of direct sunlight during striping), a direct correlation between the results of this test and field applications is difficult to obtain. However, relative field performance can be predicted using this method if the testing protocol is adhered to. For testing of two component 100 % solids liquid pavement markings an application of drop on retroreflective optics are typically applied at a specified rate to the markings prior to testing. For these types of pavement markings the regulation of air flow is not necessary due to the drying mechanics of the product.
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Standard Practice for Determination of Degree of Bleeding of Traffic Paint

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4.1 Solvents in a traffic paint may cause bleeding of pavement constituents into the traffic marking, thereby rendering the traffic marking less effective as a lane or directional indicator. This practice describes how to prepare a panel of the coating to be tested and a reference panel coated with a specific solvent borne traffic paint to be used as a control for evaluation.
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ABSTRACT
This guide covers the selection and use of procedures for testing traffic paints in the laboratory and in the field. This guide covers the testing of a ready-mixed paint product of sprayable consistency that shall be suitable for use as a reflecting traffic guide on paved roadways. Tests shall be performed in accordance with the following test methods: liquid paint properties; application and appearance properties; properties of the dried film; analysis of paint; and field evaluations. Conditions, such as: substrate type; climatic conditions; service density; traffic type; and presence of foreign matter on the road surface, may affect traffic paint.
SCOPE
1.1 This guide covers the selection and use of procedures for testing traffic paints in the laboratory and in the field.
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