We can produce the BS EN 1871-2000, BS3262-1989, AASHTO M249 yellow and white thermoplastic road marking paint, 

OEM is welcome!

 

THERMOPLASTIC ROAD MARKING PAINTS
BS 3262: 1989


TECHNICAL DATA SHEET

WHITE & YELLOW

Thermoplastic road marking material confirming to B.S. 3262, (part 1) 1989 shall consist of light colored aggregate, pigment and extender, bound together with aliphatic hydrocarbon resin plasticized with mineral oil. Glass beads (shall be in accordance with B.S. 6088, 1981.

Constituent

Percentage by mass of mixture

Binder

18 – 22 

Glass Beads

20 Minimum

Aggregate together with pigment

78 - 82

Binder

Aggregate

The aggregate shall consist of white silica sand, crushed calcite, calcined flint or quartz.

Glass Beads

Glass beads incorporated in the mixture shall be reasonably spherical, and free from flaws, confirming to B.S. 6088 class A.

Pigments

The pigment will be titanium dioxide for white color.

Grading of Glass Beads in Mix BS 6088 Class A

Sieve Size (mm)

Retained % by Weight Passing

Minmum

Retained % by Weight Passing

Maximum

1.18

0

3

0.850

5

20

0.425

65

95

Below 0.425

0

10

Physical Properties

Property

Minimum

Maximum

Density gm/cm³

2.0 (approx)

-

Softening point (Ring & Ball) (Appendix E)

95

-

Luminance (Appendix F)

White

Yellow

White (remelting)

yellow (remelting)

-

70

50

65

45

-

-

-

-

-

Skid Resistance (Appendix J)

45

-

Flow Resistance(AppendixH)

25



THERMOPLASTIC ROAD MARKING PAINTS
AASHTO M249


TECHNICAL DATA SHEET

WHITE & YELLOW

Thermoplastic road marking material confirming to AASHTO M249 shall consist of light colored aggregate, pigment and extender, bound together with aliphatic hydrocarbon resin plasticized with mineral oil. Glass beads  shall be in accordance with AASHTO M247 – TYPE I. The material shall be provided in granular.

Composition of Constituents

Constituent

WHITE

YELLOW

Binde

18 Min

18 Min

Glass Beads

30 – 40

30 – 40 

Titanium Dioxide

10 Min

Calcium Carbonate and Inert Filler

42 Max

* Note

Yellow Pigment

As Required

* Note: Amount of yellow pigment calcium carbonate and inert filler shall be the option of the manufacture, providing all other requirements of this specification are met

Physical Characteristics:

Softening Point °C

102 ± 9.5

102 ± 9.5

Specific Gravity gm/cm³

< 2.15

< 2.15

Flowability %

18 Max

21 Max.

Flowability – Extender Heating

28 Max

28 Max.

Drying Time

3 – 5 min @ 32ºC

3 – 5 min @ 32ºC

Yellow Index

Below 0.12

Cracking Resistance

No Cracks

No Cracks

Impact Resistance (Joules)

≥ 1.13

≥ 1.13

Color Daylight Reflectance

75% min.

45% min.

Grading of Glass Beads (In Mix) AASHTO M247

Sieve Size (mm)

% Passing

0.850

100

0.600

75 – 95

0.300

15 – 35

0.150

0 – 5

Storage Life: One year when the material is properly stored under a covered area.

 

THERMOPLASTIC ROAD MARKING PAINTS
EN 1871:2000

TECHNICAL DATA SHEET

WHITE & YELLOW

 

 ΕΝ 1871:2000

White

Yellow

Chromatic coordinates - 4.2.1.1

Table 2-White

Table 2-Yellow

Class of luminance Factor β, 4.2.2.1 -Table 5

LF4(β≥0,70)

LF1(β≥0,40)

Softening Point,4.2.1.2 - Table 6

SP3((≥95°C)

SP3((≥95°C)

Cold Impact,4.2.1.4 - Table 7

Cl2

Cl2

UV Aging,4.2.1.5-Luminance Factor-Table 3

UV1((Δβ≤0,05)

UV1((Δβ≤0,05)

UV Aging,4.2.1.5-Chromaticity Coordinates-Table 2

Table 2-White

Table 2-Yellow

Heat Stability,4.2.3.1- Chromaticity Coordinates - Table 2

Table 2-White

Table 2-Yellow

Heat Stability,4.2.3.2 - Softening Point

ΔSP≤±10°C

ΔSP≤±10°C

 Tröger wear,4.2.2.4 - Table 9

TW2( 2,5 – 5,0)

TW2( 2,5 – 5,0)

Tröger wear(after UV ageing) 4.2.3.6 -        Table 10

TWU1(0 to 0.5)

TWU1(0 to 0.5)


 


Composition of the thermoplastic paint 

Component

White

Yellow

Red

Binder

18.0 min

18.0 min

18.0 min

Glass Beads – According the  

ΕΝ 1424:1997/A1:2003

30-40

30-40

30-40

Calcium Carbonate and inert Fillers 

42 max

42 max

42 max

Titanium Dioxide – According to ASTM D476 Type II(Rutile)

10.0 min

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