FprEN 1871

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Straßenmarkierungsmaterialien - Markierungsfarben, Heißplastikmassen und Kaltplastikmassen - Physikalische EigenschaftenRoad marking materials - Paint, thermoplastic and cold plastic materials - Specifications93.080.20Materiali za gradnjo cestRoad construction materialsICS:Ta slovenski standard je istoveten z:FprEN 1871kSIST FprEN 1871:2011en,fr,de01-april-2011kSIST FprEN 1871:2011SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
February 2011 ICS 93.080.20 Will supersede EN 1871:2000English Version
Road marking materials - Paint, thermoplastic and cold plastic materials - Specifications
Straßenmarkierungsmaterialien - Markierungsfarben, Heißplastikmassen und Kaltplastikmassen - Physikalische Eigenschaften This draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee CEN/TC 226.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. FprEN 1871:2011: EkSIST FprEN 1871:2011

Paint and cold plastics – Test method for determining the chromaticity co-ordinates and luminance factor . 26Annex B (normative)
Paint – Test method for determining the hiding power . 27Annex C (normative)
Paint and cold plastics – Test method for determining the storage stability . 30Annex D (normative)
Paint – Test method for determining the bleed resistance . 34Annex E (normative)
Paint, cold plastics and thermoplastics – Test method for determining the alkali resistance of the materials . 36Annex F (normative)
Thermoplastics – Test method for determining the chromaticity co-ordinates and luminance factor . 39Annex G (normative)
Thermoplastics – Test method for determining the softening point . 40Annex H (normative)
Thermoplastics – Test method for determining the heat stability . 43Annex I (normative)
Thermoplastics – Test method for determining the cold impact resistance . 48Annex J (normative)
Thermoplastics – Test method for determining the indentation value . 50Annex K (normative)
Thermoplastics and cold plastics – Test method for determining the Tröger wear . 54Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 58Bibliography . 67 kSIST FprEN 1871:2011

Preformed road markings,  FprEN 1824, Road marking materials
Road trials,  FprEN 1871, Road marking materials
Physical properties,  FprEN 12802, Road marking materials
Laboratory methods and identification,  FprEN 13197, Road marking materials
Turntable wear simulators,  FprEN 13212, Road marking materials
Requirements for factory production control,  FprEN 13459, Road marking materials
Sampling and testing.
This European Standard also includes an Annex ZA with the clauses addressing the provisions of the EU Construction Product Directive, for permanent road markings. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1436:2007+A1:2008, Road marking materials  Road marking performance for road users FprEN 1824:2010, Road marking materials  Road trials FprEN 12802:2010, Road marking materials  Laboratory methods and identification FprEN 13197:2010, Road marking materials  Turntable wear simulators FprEN 13459:2010, Road marking materials  Sampling and testing EN ISO 787-11:1995, General methods of test for pigments and extenders  Part 11: Determination of tamped volume and apparent density after tamping (ISO 787-11:1981) EN ISO 1514:2004, Paints and varnishes  Standard panels for testing (ISO 1514:2004) EN ISO 2812-1:2007, Paints and varnishes  Determination of resistance to liquids  Part 1: Immersion in liquids other than water (ISO 2812-1:2007) EN ISO 4892-2:2006/A1:2009, Plastics  Methods of exposure to laboratory light sources  Part 2: Xenon-arc lamps  Amendment 1 (ISO 4892-2:2006/Amd 1:2009) EN ISO 4892-3:2006, Plastics  Methods of exposure to laboratory light sources  Part 3: Fluorescent UV lamps (ISO 4892-3:2006) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 paint liquid product which contains binders, pigments, extenders, solvents and additives, which can be supplied in single or multi-component systems and which, when applied, produces a cohesive film by the process of solvent/water evaporation and/or a chemical reaction kSIST FprEN 1871:2011

markings. Every change to these is a new assembly and it is identified with the name of the base road marking material followed by the word assembly and a correlative number (e.g. Thermo AX – Assembly 1; Thermo AX – assembly 2, etc) 3.5.1 structured road marking assembly road marking assembly without areas of regular dimensions and tap surfaces, which has flat areas of a maximum width of 75,7 mm, a maximum length of 125 mm at the top of the structure. The areas may be crossed by gaps that take up minimum 25% of the total surface area and have widths of minimum 5 mm. The areas may have ridges or edges of blocks with a height of minimum 1,2 mm 3.5.2 non structured road marking assemblies road marking assembly with areas of regular dimensions and tap surfaces, which has flat areas of a minimum width of 75,7 mm and a minimum length of 125 mm at the top of the structure. The areas can be crossed by gaps that take up maximum 75% of the total surface area and have widths of maximum 5 mm. The areas can have ridges or edges of blocks with a height of maximum 1,2 mm 4 Requirements 4.1 General This clause gives two separate lists of requirements.
1) Requirements of the base road marking materials; 2) Requirements of road marking assemblies. 4.2 Requirements of the base road marking materials (paint, thermoplastic and cold plastic) 4.2.1 Paint 4.2.1.1 Chromaticity co-ordinates and luminance factor: the colour shall be defined by (x,y) chromaticity co-ordinates and luminance factor
of the CIE standard system. When measured according to 5.2.1.1, the results of the test for the luminance factor shall comply with Table 1a). kSIST FprEN 1871:2011

When measured according to 5.2.1.1, the chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). Table 1b)  Chromaticity co-ordinates of white and yellow road marking products Chromaticity co-ordinates Corner point N° 1 2 3 4 White x y 0,355 0,355 0,305 0,305 0,285 0,325 0,335 0,375 Yellow x y 0,494 0,427 0,545 0,455 0,465 0,535 0,427 0,483
4.2.1.2 Hiding power: it is the capacity of the paint to reduce the contrast between a black surface and a white surface over which the paint has been applied and dried. When measured according to 5.2.1.2, the result, expressed as the contrast ratio, shall comply with Table 2. Table 2  Classes of hiding power Colour Class Hiding Power (contrast ratio) White HP0 HP2 HP3 HP4 No value requested ≥ 90% ≥ 92% ≥ 95% Yellow HP0 HP1 HP2 No value requested ≥ 88% ≥ 90% kSIST FprEN 1871:2011

4.2.1.4 UV ageing: a film of paint is submitted to cycles of UV radiation and condensation and examined for discolouration. When tested in accordance to 5.2.1.4, the difference in luminance factor ∆β shall be as in Table 3 (where:
∆β
= original luminance factor – luminance factor after test). Table 3  Classes of difference in luminance factor after UV ageing Colour Class ∆β White and Yellow UV0 UV1 UV2 No value requested ≤ 0,05 ≤ 0,10
The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.1.5 Bleed resistance: this test is only applicable for paint which is intended to be applied directly to asphaltic surfaces. The film of paint applied to a bituminous surface is examined for discolouration.
When tested in accordance to 5.2.1.5, the difference in luminance factor ∆β shall be as in Table 4 (where:
∆β
= original luminance factor – luminance factor after test).
Table 4  Classes of difference in luminance factor after bleed resistance test Colour Class ∆β
White and Yellow BR0 BR1 BR2 No value requested ≤ 0,03 ≤ 0,05
The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.1.6 Alkali resistance: this test is only applicable for paint which is intended to be applied directly to hydraulic concrete surfaces. The film of paint is submitted to the effect of a solution of sodium hydroxide and examined for surface deterioration. When tested in accordance to 5.2.1.6, the paint film shall show no signs of partial or complete film destruction, surface roughening or discolouration.
4.2.2 Thermoplastics 4.2.2.1 General Thermoplastic materials need to be melted before application so that their characteristics should remain stable after supporting a period of heating. This is the reason why the standard includes requirements before and after a heating cycle. kSIST FprEN 1871:2011

of the CIE standard system. When measured according to 5.2.2.2.1, the results of the test for the luminance factor shall comply with Table 5. Table 5  Classes of luminance factor for thermoplastics and cold plastics Colour Class Luminance factor β
White LF3 LF4 LF5 LF6 ≥ 0,65 ≥ 0,70 ≥ 0,75 ≥ 0,80 Yellow LF1 LF2 ≥ 0,40 ≥ 0,50
The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.2.2.2 Softening point: it is the temperature at which a given layer of thermoplastic material experiences a given deformation under the action of a steel ball. When measured in accordance to 5.2.2.2.2, the softening point of the thermoplastic material shall comply with Table 6. Table 6  Classes of softening point for thermoplastics Class Softening point in °C SP0 SP1 SP2 SP3 SP4 No value requested ≥ 65 ≥ 80 ≥ 95 ≥ 110
4.2.2.2.3 Alkali resistance: this test is only applicable for thermoplastic which is intended to be applied directly to hydraulic concrete surfaces. The thermoplastic is submitted to the effect of a solution of sodium hydroxide and examined for surface deterioration. When tested in accordance to 5.2.2.2.3, the thermoplastic film shall show no signs of partial or complete film destruction, surface roughening or discolouration.
4.2.2.2.4 Cold impact resistance: this test measures the resistance of thermoplastic material, at cold temperature, to the impact of a falling steel ball. kSIST FprEN 1871:2011

4.2.2.2.5 UV ageing: a film of thermoplastic is submitted to cycles of UV radiation and condensation and examined for discolouration. When tested in accordance to 5.2.2.2.5, the difference in luminance factor ∆β shall be as in Table 3 (where:
∆β
= original luminance factor – luminance factor after test).
The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.2.3 Tests after heat stability
4.2.2.3.1 Chromaticity co-ordinates and luminance factor: when tested in accordance to 5.2.2.3.1, the difference in luminance factor ∆β shall be no more than 0,10 for both white and yellow. The chromaticity co-ordinates shall be as given in Table 1b). 4.2.2.3.2 Softening point: when tested in accordance to 5.2.2.3.2, the difference in softening point ∆SP (where: ∆SP = original softening point – softening point after heating) shall not be more than ± 10 °C. 4.2.2.3.3 Indentation: it is the time required for a standardised cylinder to sink 10 mm into the thermoplastic at a given temperature. When tested in accordance to 5.2.2.3.3, the mean value for the indentation time shall comply with Table 8. Table 8  Classes for indentation Class Indentation time IN0 IN1 IN2 IN3 IN4 IN5 No value requested 5 s to 45 s 46 s to 2 min 2 min 1 s to 5 min 5 min 1 s to 20 min > 20 min
4.2.2.3.4 Tröger wear: the principle of the method is the determination of the wear resistance of thermoplastics road marking materials at low temperature (-10 °C). Wear is produced by a needle gun. This test is to be repeated after UV ageing in Xenon-arc. kSIST FprEN 1871:2011

4.2.2.3.5 UV ageing (Xenon-arc): a film of thermoplastic is submitted to cycles of UV radiation (Xenon-arc) and condensation and examined for discolouration. When tested in accordance to 5.2.2.3.5, the difference in luminance factor ∆β shall comply with Table 3.
The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.2.3.6 Tröger wear after UV ageing: when tested in accordance to 5.2.2.3.6, the mean values for the difference in volume loss shall comply with Table 10. Table 10  Classes for Tröger wear after UV ageing Class Difference in volume loss in cm3 TWU0 TWU1 TWU2 No value requested 0 to < 0,5 0,5 to 2,5
4.2.3 Cold plastics 4.2.3.1 Chromaticity co-ordinates and luminance factor: the colour shall be defined by (x,y) chromaticity co-ordinates and luminance factor
of the CIE standard system.
When tested in accordance to 5.2.3.1, for the luminance factor, the results of the test shall comply with Table 5. The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.3.2 Storage stability: the products shall be free from skin and settlement that cannot be re-incorporated by stirring.
When tested in accordance to 5.2.3.2, the paint shall have a rating equal to or above 3. NOTE See C.3.2 for components containing peroxides. kSIST FprEN 1871:2011

∆β
= original luminance factor – luminance factor after test).
The chromaticity co-ordinates shall lie within the regions defined by the corner points given in Table 1b). 4.2.3.4 Alkali resistance: is only applicable. This test for cold plastic which is intended to be applied directly to hydraulic concrete surfaces. A film of cold plastic is submitted to the effect of a solution of sodium hydroxide and examined for surface deterioration. When tested in accordance to 5.2.3.4, the cold plastic film shall show no signs of partial or complete film destruction, surface roughening or discolouration.
4.2.3.5 Tröger wear: the principle of the method is the determination of the wear resistance of cold plastic road marking materials at low temperature (-10 °C). Wear is produced by a needle gun.
When tested in accordance to 5.2.3.5, the mean value for volume loss shall comply with Table 9. 4.2.3.6 Tröger wear after UV ageing: when tested in accordance to 5.2.3.6, the mean value for the difference in volume loss shall comply with Table 10. 4.3 Requirements of the road marking assembly 4.3.1 General The composition and application instructions of the road marking assembly affect the performances of the road marking built-up.
The same base road marking material, having the same physical properties, may be used in a number of different road marking assemblies with different results on their essential characteristics. The essential characteristics described in this clause are intended to provide information about night-time visibility, under all weather conditions; day-time visibility and skid resistance of a given road marking assembly, by making reference to the appropriate clauses in EN 1436:2007+A1:2008. 4.3.2 Retroreflection under vehicle headlamp illumination (night-time visibility) It represents the brightness of a road marking as seen by driver’s vehicles under the illumination by the driver’s own headlamp. The result is expressed by the coefficient of retroreflected luminance in mcd·m-2·lx-1.
The coefficient of retroreflected luminance on dry conditions changes during wetness or during rain. Retroreflected luminance during wetness or during rain only applies for road markings type II
a) When road marking assembly is tested on dry conditions, in accordance to 5.3.2 a), the coefficient of the retro reflected luminance RL shall comply with the following classes of Table 3 of EN 1436:2007+A1:2008:
1) classes R2 to R5 for white road marking assembly; 2) classes R1; R3; R4 or R5 for yellow road marking assembly. b) When road marking assembly is tested during wetness in accordance to 5.3.2 b), the coefficient of the retro reflected luminance RL shall comply with classes RW1 to RW6 of Table 4 of EN 1436:2007+A1:2008. c) When road marking assembly is tested during rain in accordance to 5.3.2 c), the coefficient of the retro reflected luminance RL shall comply with classes RR1 to RR6 of Table 5 of EN 1436:2007+A1:2008. kSIST FprEN 1871:2011

is measured, the road marking assembly is tested in accordance to 5.3.3 b) and shall comply with the following classes of Table 2 of EN 1436:2007+A1:2008: 1) classes B2 to B5 for white road marking assembly; 2) classes B1 to B3 for yellow road marking assembly. 4.3.4 Colour (day-time visibility) The colour shall be defined by (x,y) chromaticity co-ordinates
When a white road marking assembly is tested in accordance to 5.3.4, the (x, y) chromaticity co-ordinates shall lie within the region defined by the corner points given in Table 6 of EN 1436:2007+A1:2008 for white road markings. When a yellow road marking assembly is tested in accordance to 5.3.4, the x, y chromaticity co-ordinates shall lie within the region defined by the corner points given in Table 6 of EN 1436:2007+A1:2008 for yellow road markings.
4.3.5 Skid resistance It represents the energy loss caused by the friction of a rubber slider over a specified length of a road marking surface in wet conditions. The result is expressed in SRT (Skid Resistance Tester) units. When a road marking assembly is tested in accordance to 5.3.5, the SRT value shall comply with classes S1 to S5 of Table 7 of EN 1436:2007+A1:2008, except for structured road marking assemblies.
4.4 Requirements for durability 4.4.1 General Durability represents the capability of the road marking assembly to achieve a certain level of performance for/of each requirement after being submitted to road trials and/or wear simulator. The information corresponding to the durability shall be completed with the specific test conditions.
4.4.2 Durability of retroreflection, chromaticity co-ordinates, luminance factor, Qd and skid resistance on road trials When a road marking assembly to be used for permanent road marking is tested according to 5.4.1, the results shall comply, at least, with roll-over class P1 of Table 3 of FprEN 1824:2010. In the case of road trial with studded tyres class P0 applies.
When a road marking assembly to be used for temporary road marking is tested according to 5.4.1, the results shall comply with roll-over classes T0; T1 or T2 of Table 3 of FprEN 1824:2010. kSIST FprEN 1871:2011

4.4.3 Durability of retroreflection, chromaticity co-ordinates, luminance factor, Qd and skid resistance on wear simulator
turntable When a road marking assembly to be used for permanent road marking is tested according to 5.4.2, the results shall comply, at least, with traffic-class P4 of Table 4 of FprEN 13197:2010.
When a road marking assembly to be used for temporary road marking is tested according to 5.4.2, the results shall comply, at least, with traffic-classes P1 of Table 4 of FprEN 13197:2010 For the requirements of the road marking assembly specified in 4.3, the results are expressed in terms of a class (with the exception of the colour for which pass/fail criteria is used) for the corresponding roll-over class (P) and accompanied by roughness class (RG). 5 Test methods 5.1 General This clause gives two separate lists of test methods. a) Test methods for the base road marking materials requirements. For these requirements, alternative test methods may be used providing that: 1) The resulting values are comparable to those obtained using the standard methods, 2) and the repeatability of the alternative methods, determined in accordance with
ISO 5725-2:1994/Cor 1:2002, can be shown to be not less than that of the methods given in this standard. b) Test methods for the road marking assemblies requirements. For these requirements, alternative test methods are not allowed. If not specified in the relevant test method sampling shall be made according to FprEN 13459:2010. 5.2 Test methods for base road marking materials requirements (paint, thermoplastic and cold plastic) 5.2.1 Paint 5.2.1.1 Chromaticity co-ordinates and luminance factor: the x,y chromaticity co-ordinates and luminance factor
shall be measured as specified in Annex A. 5.2.1.2 Hiding power: it shall be tested in accordance with Annex B applying the paint at a ratio of 200g/m2 or the equivalent thickness. 5.2.1.3 Storage stability: each of the components of paint shall be tested separately in different containers. It shall be tested in accordance with Annex C. 5.2.1.4 UV ageing: the paint shall be applied as in A.3 to panels as described in A.2. The specimens shall be tested in accordance with EN ISO 4892-3:2006 for 168 h under lamp type II (UVB - 313) in cycles of 8 h of radiation at 60 °C ± 2 °C and 4 h of condensation at 50 °C ± 2 °C. 5.2.1.5 Bleed resistance: it shall be tested in accordance with Annex D. 5.2.1.6 Alkali resistance: it shall be tested in accordance with Annex E. kSIST FprEN 1871:2011

shall be measured as specified in Annex F. 5.2.2.2.2 Softening point: it shall be tested in accordance to Annex G. 5.2.2.2.3 Alkali resistance: it shall be tested in accordance with Annex E. 5.2.2.2.4 Cold impact resistance: it shall be tested in accordance to Annex I. 5.2.2.2.5 UV ageing: the thermoplastic shall be applied at the manufacturer's stated thickness to panels as described in A.2 and tested in accordance with EN ISO 4892-3:2006 for 168 h under lamp type II (UVB - 313) in cycles of 8 h of radiation at 60 °C ± 2 °C and 4 h of condensation at 50 °C ± 2 °C. 5.2.2.3 Tests after heat stability. It shall be carried out after submitting the thermoplastic to heat stability according to Annex H. 5.2.2.3.1 Chromaticity co-ordinates and luminance factor: the x,y chromaticity co-ordinates and luminance factor
shall be measured as specified in Annex F. 5.2.2.3.2 Softening point: it shall be tested in accordance to Annex G. 5.2.2.3.3 Indentation: it shall be tested in accordance with Annex J. 5.2.2.3.4 Tröger wear: it shall be tested in accordance with Annex K. 5.2.2.3.5 UV ageing (Xenon-arc): the thermoplastic shall be applied at the manufacturer's stated thickness to panels as described in A.2 or Marshall specimens as described in J.3.2 and tested in accordance with
EN ISO 4892-2:2006/A1:2009.
The UV test is performed for 1 000 h in either sprayed or flooded cycles of 18 min duration and with dry intervals of 102 min. Relative humidity shall be 50 %, black standard temperature 45 °C, and irradiation (between 290 nm and 800 nm) 550 W/m2. The Marshall test specimens shall be placed horizontally in the equipment. NOTE Equipment that can be used for the UV test on Marshall test specimens are Xenon test 250, Sun test or Sun test CPS+. 5.2.2.3.6 Tröger wear after UV ageing: the test shall be carried out in accordance with
EN ISO 4892-2:2006/A1:2009 and Annex K. 5.2.3 Cold plastics 5.2.3.1 Chromaticity co-ordinates and luminance factor: the x,y chromaticity co-ordinates and luminance factor
shall be measured as specified in Annex A. 5.2.3.2 Storage stability: the components of cold plastics shall each be tested separately in different containers. They shall be tested in accordance with Annex C. 5.2.3.3 UV ageing: the cold plastic shall be applied at the manufacturer's stated thickness to test panels as described in A.2 and tested in accordance with EN ISO 4892-3:2006 for 168 h under lamp type II (UVB - 313) in cycles of 8 h of radiation at 60 °C ± 2 °C and 4 h of condensation at 50 °C ± 2 °C. 5.2.3.4 Alkali resistance: it shall be tested in accordance to Annex E. kSIST FprEN 1871:2011

EN ISO 4892-2:2006/A1:2009 and Annex K. 5.3 Test methods for the road marking assembly requirements 5.3.1 General Tests shall be carried out on samples of road markings assemblies applied following the application instructions defined for each particular road marking assembly, in accordance with Table 4 of FprEN 1824:2010 for initial measurements column or after 10 000 wheel passages according to FprEN 13197:2010. NOTE Results indicate the performances of the road marking assembly measured after a short period following subsequent to its application. They shall be understood as the initial performances of the road marking assembly. 5.3.2 Retroreflection under vehicle headlamp illumination (night-time visibility) The preparation of samples and the test methods, for: a) the coefficient of the retro reflected luminance RL on dry (R),
b) the coefficient of the retro reflected luminance RL during wetness (RW), c) the coefficient of the retro reflected luminance RL during rain (RR) shall be in accordance with FprEN 1824:2010 or FprEN 13197:2010. 5.3.3 Reflection in daylight or under road lighting (day-time visibility) The preparation of samples and the test methods for: a) the luminance coefficient under diffuse illumination Qd; b) the luminance factor β; shall be in accordance with FprEN 1824:2010 or FprEN 13197:2010. 5.3.4 Colour (day-time visibility) The preparation of samples and the test methods, for chromaticity co-ordinates (x.y) shall be in accordance with FprEN 1824:2010 or FprEN 13197:2010. 5.3.5 Skid resistance The preparation of samples and the test methods for skid resistance shall be in accordance with FprEN 1824:2010 or FprEN 13197:2010. 5.4 Test methods for durability
5.4.1 Durability of retroreflection, chromaticity co-ordinates, luminance factor, Qd and skid resistance on road trials It shall be tested in accordance to FprEN 1824:2010. Testing conditions shall be reported as in Clause 8 of FprEN 1824:2010 for the required roll-over classes (P). kSIST FprEN 1871:2011

or kSIST FprEN 1871:2011
6.2.3 Test reports All Type Tests, Initial Type Tests and their results shall be documented in test reports. All test reports shall be retained by the manufacturer for at least 10 years after the last date of production of the paint, thermoplastic and cold plastic materials to which they relate. Characteristic Requirement and Compliance criteria Assessment method No. of samples Characteristics of the base road marking material PAINT Chromaticity co-ordinates (x,y) and luminance factor
4.2.1.1 5.2.1.1 1 Hiding power 4.2.1.2 5.2.1.2 1 Storage stability 4.2.1.3 5.2.1.3 1 UV ageing 4.2.1.4 5.2.1.4 1 Bleed resistance 4.2.1.5 5.2.1.5 1 Alkali resistance 4.2.1.6 5.2.1.6 1 THERMOPLASTIC Before heating Chromaticity co-ordinates (x,y) and luminance factor
4.2.2.2.1 5.2.2.2.1 1 Softening point 4.2.2.2.2 5.2.2.2.2 1 Alkali resistance 4.2.2.2.3 5.2.2.2.3 1 Cold impact resistance 4.2.2.2.4 5.2.2.2.4 1 UV ageing 4.2.2.2.5 5.2.2.2.5 1 After heating Chromaticity co-ordinates (x,y) and luminance factor
4.2.2.3.1 5.2.2.3.1 1 Softening point 4.2.2.3.2 5.2.2.3.2 1 Indentation 4.2.2.3.3 5.2.2.3.3 1 Troger wear 4.2.2.3.4 5.2.2.3.4 1 UV ageing (Xe arc) 4.2.2.3.5 5.2.2.3.5 1 Troger wear after Xe arc 4.2.2.3.6 5.2.2.3.6 1 COLD PLASTIC Chromaticity co-ordinates (x,y) and luminance factor
4.2.3.1 5.2.3.1 1 Storage stability 4.2.3.2 5.2.3.2 1 UV ageing 4.2.3.3 5.2.3.3 1 Alkali resistance 4.2.3.4 5.2.3.4 1 Tröger wear 4.2.3.5 5.2.3.5 1 Tröger wear after UV ageing 4.2.3.6 5.2.3.6 1 Characteristics of the road marking assembly Night-time visibility Retroreflection under headlamp illumination Coefficient of retroreflected luminance RL on dry 4.3.2.a 5.3.2.a 1 Coefficient of retroreflected luminance RL during wetness 4.3.2.b 5.3.2.b 1 Coefficient of retroreflected luminance RL during rain 4.3.2.c 5.3.2.c 1 Daytime visibility Reflection in daylight or under road
lighting: Coefdficient under diffuse illumination Qd 4.3.3.a 5.3.3.a 1 Luminance factor
4.3.3.b 5.3.3.b 1 Chromaticity co-ordinates (x,y) 4.3.4 5.3.4 1 Skid Resistance SRT units 4.3.5 5.3.5 1 Durability Road trials: (Roll over class) 4.4.2 5.4.1 1 Wear simulator: turntable (Traffic class) 4.4.3 5.4.2 1 kSIST FprEN 1871:2011
...