Standard Practice for Conducting Road Service Tests on Fluid Traffic Marking Materials

SIGNIFICANCE AND USE
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
1.1 This practice covers the determination of the relative service life of fluid traffic marking materials such as paint, thermoplastic, epoxy, and polyester products under actual road conditions using transverse test lines. Materials under test are applied under prescribed conditions and periodic observations are made using prescribed performance criteria.  
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.

General Information

Status
Published
Publication Date
14-Jun-2023
Current Stage
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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: D713 − 23
Standard Practice for
Conducting Road Service Tests on Fluid Traffic Marking
1
Materials
This standard is issued under the fixed designation D713; 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 ticity of Pavement Marking Materials Using a Portable
Retroreflection Colorimeter
1.1 This practice covers the determination of the relative
service life of fluid traffic marking materials such as paint,
3. Significance and Use
thermoplastic, epoxy, and polyester products under actual road
3.1 This practice is an accelerated evaluation of bead
conditions using transverse test lines. Materials under test are
retention, retroreflectivity, daytime color, night time color, and
applied under prescribed conditions and periodic observations
wear characteristics of fluid traffic marking materials. It is used
are made using prescribed performance criteria.
to determine the useful life of such markings in the field. The
1.2 The values stated in SI units are to be regarded as the
same procedures are applicable to evaluating longitudinal lines
standard. The values given in parentheses are for information
to determine service life.
only.
1.3 This standard does not purport to address all of the
4. Type and Location of Pavement for Tests
safety concerns, if any, associated with its use. It is the
4.1 Select sections where traffic is moderate and free-rolling
responsibility of the user of this standard to establish appro-
with no grades, curves, intersections, or access points near
priate safety, health, and environmental practices and deter-
enough to cause excessive braking or turning movements,
mine the applicability of regulatory limitations prior to use.
where wear is uniform with full exposure to the sun throughout
1.4 This international standard was developed in accor-
daylight hours, and there is good drainage. Select surfaces that
dance with internationally recognized principles on standard-
are representative of the pavements upon which the fluid traffic
ization established in the Decision on Principles for the
marking material will be used in practice. Such surfaces
Development of International Standards, Guides and Recom-
include portland cement concrete, sheet asphalt, bituminous
mendations issued by the World Trade Organization Technical
concrete, rock asphalt, and bituminous surface treatment.
Barriers to Trade (TBT) Committee.
5. Conditions at Time of Application
2. Referenced Documents
5.1 Clean the test area thoroughly of all foreign material.
2
2.1 ASTM Standards:
Follow the pavement marking manufacturer’s recommendation
D913 Practice for Evaluating Degree of Pavement Marking
for the application of the pavement marking to be tested. This
Line Wear
should include the recommendations for air and pavement
D6628 Specification for Color of Pavement Marking Mate-
temperature, material temperature, relative humidity, wind
rials
chill, and wind speed. Application between 10 a.m. and 3 p.m.
E1710 Test Method for Measurement of Retroreflective
is recommended. During application record air and pavement
Pavement Marking Materials with CEN-Prescribed Ge-
temperature, wind speed, and relative humidity hourly.
ometry Using a Portable Retroreflectometer
E2367 Test Method for Measurement of Nighttime Chroma-
6. Measurement of Wet Film Thickness
6.1 The wet film thickness should preliminarily be mea-
1
This practice is under the jurisdiction of ASTM Committee D01 on Paint and
sured by the applicator using a comb gauge or other suitable
Related Coatings, Materials, and Applications and is the direct responsibility of
mechanical instrument prior to performing weighted measure-
Subcommittee D01.44 on Traffic Coatings.
ments. A length of roofing paper placed by the side of the road
Current edition approved June 15, 2023. Published July 2023. Originally
can be used and should be as level as possible to maintain a
approved in 1943. Last previous edition approved in 2017 as D713 – 12 (2017).
DOI: 10.1520/D0713-23.
consistent speed of the motorized striper. Place a rigid metal
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
test panel on the roofing paper and in the path of the test line.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
A 300 mm by 300 mm (12 in. by 12 in.) metal panel 1.5 mm
Standards volume information, refer to the standard’s Document Summary page on
1
the ASTM website. ( ⁄16 in.) in 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: D713 − 12 (Reapproved 2017) D713 − 23
Standard Practice for
Conducting Road Service Tests on Fluid Traffic Marking
1
Materials
This standard is issued under the fixed designation D713; 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 practice covers the determination of the relative service life of fluid traffic marking materials such as paint, thermoplastic,
epoxy, and polyester products under actual road conditions using transverse test lines. Materials under test are applied under
prescribed conditions and periodic observations are made using prescribed performance criteria.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
D711 Test Method for No-Pick-Up Time of Pavement Markings
D913 Practice for Evaluating Degree of Pavement Marking Line Wear
D6628 Specification for Color of Pavement Marking Materials
E1710 Test Method for Measurement of Retroreflective Pavement Marking Materials with CEN-Prescribed Geometry Using a
Portable Retroreflectometer
E2367 Test Method for Measurement of Nighttime Chromaticity of Pavement Marking Materials Using a Portable Retrore-
flection Colorimeter
3. Significance and Use
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.
1
This practice is under the jurisdiction of ASTM Committee D01 on Paint and Related Coatings, Materials, and Applications and is the direct responsibility of
Subcommittee D01.44 on Traffic Coatings.
Current edition approved Dec. 1, 2017June 15, 2023. Published December 2017July 2023. Originally approved in 1943. Last previous edition approved in 20122017 as
D713 – 12.D713 – 12 (2017). DOI: 10.1520/D0713-12R17.10.1520/D0713-23.
2
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
1

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D713 − 23
4. Type and Location of Pavement for Tests
4.1 Select sections where traffic is moderate and free-rolling with no grades, curves, intersections, or access points near enough
to cause excessive braking or turning movements, where wear is uniform with full exposure to the sun throughout daylight hours,
and there is good drainage. Select surfaces that are representative of the pavements upon which the fluid traffic marking material
will be used in practice. Such surfaces include portland cement concrete, sheet asphalt, bituminous concrete, rock asphalt, and
bituminous surface treatment.
5. Conditions at Time of Application
5.1 Clean the test area thoroughly of all foreign material. Follow the pavement marking manufacturer’s recommendation for the
application of the pavement marking to be tested. This should include the recommendations for air and pavement temperature,
material temperature, relative humidity, wind chill, and wind speed. Application between 10 a.m. and 3 p.m. is recommended.
During application record air and pavement temperature, wind speed, and relative humidity hourly.
6. Measurement of Wet Film Thickness
6.1 To aid in obtaining the correct film thickness, a The wet film
...

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