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ASTM D2205-85(2004)

(Guide)

Standard Guide for Selection of Tests for Traffic Paints

Standard Guide for Selection of Tests for Traffic Paints

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.
1.2 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.
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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.

General Information

Status
Historical
Publication Date
30-Jun-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 D2205-85(1998) - Standard Guide for Selection of Tests for Traffic Paints
Effective Date
01-Jul-2004
Replaced By
ASTM D2205-85(2010) - Standard Guide for Selection of Tests for Traffic Paints
Effective Date
01-Dec-2010
Referred By
ASTM G195-22 - Standard Guide for Conducting Wear Tests Using a Rotary Platform Abraser
Effective Date
01-Jul-2004
Referred By
ASTM D8367-21 - Standard Practice for Making a Laboratory Pavement Marking Sample Using a Pavement Marking and Drop-on Particles
Effective Date
01-Jul-2004
Referred By
ASTM D2832-92(2016) - Standard Guide for Determining Volatile and Nonvolatile Content of Paint and Related Coatings
Effective Date
01-Jul-2004

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ASTM D2205-85(2004) - Standard Guide for Selection of Tests for Traffic PaintsASTM D2205-85(2004) - Standard Guide for Selection of Tests for Traffic Paints
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ASTM D2205-85(2004) - Standard Guide for Selection of Tests for Traffic Paints
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Standards Content (Sample)

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:D2205–85(Reapproved2004)
Standard Guide for
1
Selection of Tests for Traffic Paints
This standard is issued under the fixed designation D2205; 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 D713 Practice for Conducting Road Service Tests on Fluid
Traffic Marking Materials
1.1 This guide covers the selection and use of procedures
D868 Test Method for Evaluating Degree of Bleeding of
for testing traffic paints in the laboratory and in the field.
Traffic Paint
1.2 This guide covers the testing of a ready-mixed paint
D869 Test Method for Evaluating Degree of Settling of
product of sprayable consistency that shall be suitable for use
Paint
as a reflecting traffic guide on paved roadways.
D870 Practice for Testing Water Resistance of Coatings
1.3 The values stated in SI units are to be regarded as the
Using Water Immersion
standard. The values given in parentheses are for information
D913 Test Method for Evaluating Degree of Resistance to
only.
Wear of Traffic Paint
1.4 This standard does not purport to address all of the
D968 Test Methods for Abrasion Resistance of Organic
safety concerns, if any, associated with its use. It is the
Coatings by Falling Abrasive
responsibility of the user of this standard to establish appro-
D969 Test Method for Laboratory Determination of Degree
priate safety and health practices and determine the applica-
of Bleeding of Traffic Paint
bility of regulatory limitations prior to use.
D1210 Test Method for Fineness of Dispersion of Pigment-
2. Referenced Documents Vehicle Systems by Hegman-Type Gage
2
D1309 Test Method for Settling Properties of Traffic Paints
2.1 ASTM Standards:
During Storage
C219 Terminology Relating to Hydraulic Cement
D1475 Test Method For Density of Liquid Coatings, Inks,
D8 Terminology Relating to Materials for Roads and Pave-
and Related Products
ments
D1644 Test Methods for Nonvolatile Content of Varnishes
D16 Terminology for Paint, Related Coatings, Materials,
D1647 Test Methods for Resistance of Dried Films of
and Applications
3
Varnishes to Water and Alkali
D154 Guide for Testing Varnishes
D1729 Practice for Visual Appraisal of Colors and Color
D185 Test Methods for Coarse Particles in Pigments
Differences of Diffusely-Illuminated Opaque Materials
D215 Practice for the Chemical Analysis of White Linseed
3
D1737 Test Method for Elongation of Attached Organic
Oil Paints
3
Coatings with Cylindrical Mandrel Apparatus
D562 Test Method for Consistency of Paints Measuring
D2244 Practice for Calculation of Color Tolerances and
Krebs Unit (KU)Viscosity Using a Stormer-TypeViscom-
Color Differences from Instrumentally Measured Color
eter
Coordinates
D711 Test Method for No-Pick-Up Time of Traffic Paint
D2371 Test Method for Pigment Content of Solvent-
Reducible Paints
D2372 Practice for Separation of Vehicle From Solvent-
1
This guide is under the jurisdiction of ASTM Committee D01 on Paint and
Reducible Paints
Related Coatings, Materials, and Applications and is the direct responsibility of
Subcommittee D01.44 on Traffic Coatings. D4061 Test Method for Retroreflectance of Horizontal
Current edition approved July 1, 2004. Published July 2004. Originally approved
Coatings
in 1963. Last previous edition approved in 1998 as D2205 – 85 (1998). DOI:
E97 Test Method for Directional Reflectance Factor, 45-deg
10.1520/D2205-85R04.
2
0-deg, of Opaque Specimens by Broad-Band Filter Reflec-
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
3
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
tometry
Standards volume information, refer to the standard’s Document Summary page on
E308 Practice for Computing the Colors of Objects by
the ASTM website.
3 Using the CIE System
Withdrawn. The last approved version of this historical standard is referenced
on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D2205–85 (2004)
4
2.2 U.S. Federal Test Methods Standard 141B: maximum being 1 % by weight of total paint. The referenced
4121 Dry Opacity test with a 325-mesh (45-µm) screen gives the percent of this
material in the paint.
3. Terminology
7.2 Determine coarse particles in accordance with Test
3.1 Definitions—For definitions used in this guide, refer to
Methods D185.
Terminology C219, D8, and D16.
NOTE 1—This test is not used for traffic paint containing pre-mixed
glass beads.
4. Summary of Guide
4.1 This guide consists of the following tests that, although
8. Fineness of Dis
...

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3.1 This practice is an accelerated evaluation of bead retention, retroreflectivity, daytime color, night time color, and wear characteristics of fluid traffic marking materials. It is used to determine the useful life of such markings in the field. The same procedures are applicable to evaluating longitudinal lines to determine service life.
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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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1.1 This test method covers a laboratory procedure for determining the no-pick-up time of pavement markings. The method uses a wheel consisting of a metal cylinder with rubber O-rings. The wheel is rolled down a ramp over a freshly applied pavement marking film repeatedly until there is no transfer of the marking material to the rubber rings. The elapsed time from pavement marking film application to point of no marking material transfer is the no-pick-up time. Key variables to be controlled during testing are wet film thickness, temperature, humidity, air flow, and use of retroreflective optics. This standard provides three options for the testing of the no-pick-up time for pavement markings. The first option, Method A, specifies controls for temperature, humidity, and air flow during testing; a second option, Method B, specifies controls for temperature and humidity during testing, and a third option, Method C, provides guidance for performing this with a drop on application of retroreflective optics such as glass beads, Waterborne and Solvent Borne pavement markings are typically tested using Procedure A or Procedure B, without the application of drop on retroreflective optics. Pavement markings that are two component 100 % solids are typically tested using Method C.  
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4.1 Traffic paints must have good resistance to motor oil and fuel drippings on the highway. This test method describes the procedure necessary to evaluate the resistance of traffic paint to reference test fluids in order to simulate this type of action.
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1.1 This practice describes a laboratory procedure for determining the resistance of a dried film of traffic paint to the action of a specified hydrocarbon solvent or gasoline fuel test fluid.  
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Standard Practice for Determination of Degree of Bleeding of Traffic Paint

SIGNIFICANCE AND USE
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.
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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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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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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.

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3.1 This practice is an accelerated evaluation of bead retention, retroreflectivity, daytime color, night time color, and wear characteristics of fluid traffic marking materials. It is used to determine the useful life of such markings in the field. The same procedures are applicable to evaluating longitudinal lines to determine service life.
SCOPE
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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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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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

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ASTM D2792-17(2022)(Practice)
Standard Practice for Solvent and Fuel Resistance of Traffic Paint

SIGNIFICANCE AND USE
4.1 Traffic paints must have good resistance to motor oil and fuel drippings on the highway. This test method describes the procedure necessary to evaluate the resistance of traffic paint to reference test fluids in order to simulate this type of action.
SCOPE
1.1 This practice describes a laboratory procedure 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

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