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ASTM D711-89(2004)

(Test Method)

Standard Test Method for No-Pick-Up Time of Traffic Paint

Standard Test Method for No-Pick-Up Time of Traffic Paint

SIGNIFICANCE AND USE
This test method serves as a control test and should be used only as such. There is no direct correlation between the results of this test and field applications.
SCOPE
1.1 This test method covers a laboratory test for determining the no-pick-up time of a traffic paint by a rubber wheel.
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 D711-89(1998) - Standard Test Method for No-Pick-Up Time of Traffic Paint
Effective Date
01-Jun-2004
Replaced By
ASTM D711-10 - Standard Test Method for No-Pick-Up Time of Traffic Paint
Effective Date
01-Dec-2010
Referred By
ASTM D7538-09(2018) - Standard Practice for Evaluating the Water Wash-Off Resistance of Traffic Paints Using an Atomizing Spray Device
Effective Date
01-Jun-2004
Referred By
ASTM D3468/D3468M-99(2020) - Standard Specification for Liquid-Applied Neoprene and Chlorosulfonated Polyethylene Used in Roofing and Waterproofing
Effective Date
01-Jun-2004
Referred By
ASTM D2205-20 - Standard Guide for Selection of Tests for Traffic Paints
Effective Date
01-Jun-2004
Referred By
ASTM D7377-09(2018) - Standard Practice for Evaluating the Water Wash-Off Resistance of Traffic Paints using a Water Faucet
Effective Date
01-Jun-2004
Referred By
ASTM D7539-10(2020) - Standard Practice for Using a Test Chamber for Humidity Conditioning of Test Panels of Pavement Marking Paints
Effective Date
01-Jun-2004

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ASTM D711-89(2004) - Standard Test Method for No-Pick-Up Time of Traffic PaintASTM D711-89(2004) - Standard Test Method for No-Pick-Up Time of Traffic Paint
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ASTM D711-89(2004) - Standard Test Method for No-Pick-Up Time of Traffic Paint
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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:D711–89(Reapproved2004)
Standard Test Method for
No-Pick-Up Time of Traffic Paint
This standard is issued under the fixed designation D711; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope 4.2 The detailed dimensional requirements of the steel
cylinder are given in Fig. 1. The total weight of the assembly
1.1 Thistestmethodcoversalaboratorytestfordetermining
complete with O-rings shall be 5386 6 28 g (11 lb 14 oz 6 1
the no-pick-up time of a traffic paint by a rubber wheel.
oz).
1.2 The values stated in SI units are to be regarded as the
4.3 The detailed dimensional requirements of the ramp are
standard. The values given in parentheses are for information
shown in Fig. 1.
only.
4.4 The replaceable O-rings shall be made of synthetic
1.3 This standard does not purport to address all of the
rubber or rubber-like material meeting the requirements of HK
safety concerns, if any, associated with its use. It is the
715 of Specification D2000.
responsibility of the user of this standard to establish appro-
4.5 The dimensional requirements of the O-ring are as
priate safety and health practices and determine the applica-
follows:
bility of regulatory limitations prior to use.
Outside diameter 104 mm (4 ⁄8 in.)
Inside diameter 85 mm (3 ⁄8 in.)
2. Referenced Documents
Cross section 9.5 mm ( ⁄8 in.)
2.1 ASTM Standards:
5. Procedure
D2000 Classification System for Rubber Products in Auto-
motive Applications
5.1 Prepareateststripeatleast3in.(75mm)inwidthofthe
paint to be tested by a mechanical spreader, or other suitable
3. Significance and Use
means on a clean plate glass panel at a wet film thickness of 15
3.1 This test method serves as a control test and should be
6 0.5 mils. (Use a plate glass panel approximately 100 by 200
used only as such. There is no direct correlation between the 1
by3mm(4by8by ⁄8 in.).
results of this test and field applications.
5.1.1 Record the time of application.Allow the panel to dry
in a horizontal position under the laboratory conditions speci-
4. Apparatus
fied (23 6 2°C (73.5 6 3.5°F) and 50 6 5 % relative
4.1 The apparatus as shown in Fig. 1 shall consist of a steel
humidity).
cylinder of the shape and dimensions as indicated, fitted with
5.1.2 Test the paints used with drop-in beads without beads
tworeplaceableO-ringsandarampofshapeanddimensionsas
unless otherwise specified or agreed upon between the pur-
shown.
chaser and the seller.
5.2 Butttheglassplateagainsttheramp.Atregularintervals
1 remove the wheel from its rest, hold against the rest as a
This test method is under the jurisdiction of ASTM Committee D01 on Paint
starting point, then free roll the weighted wheel down the
and Related Coatings, Materials, andApplications and is the direct responsibility of
Subcommittee D01.44 on Traffic Co
...

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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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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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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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SIGNIFICANCE AND USE
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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1.2 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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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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