Road markings in Saudi Arabia, the UAE, Africa, Southeast Asia and other hot regions face conditions that differ from those in moderate climates. Pavement temperatures can rise far above air temperature, while strong sunlight and heavy traffic increase the risk of softening, deformation, dirt pickup and color change.
Selecting a hot-climate thermoplastic paint therefore requires more than choosing a product described as heat resistant.
Thermoplastic material is designed to soften during controlled heating and harden after cooling. If the finished marking begins to soften excessively under service temperatures, tires can deform the line or press dirt into the surface.
Potential hot-climate failures include:
· Flattened or distorted profiles
· Tire tracking and surface deformation
· Increased dirt pickup
· Loss of clean line edges
· Premature bead embedment changes
· White or colored pigment degradation under UV exposure
· Asphalt bleeding through the marking
These two temperatures describe different conditions.
· Softening point indicates when the finished material begins losing rigidity as temperature increases.
· Application temperature is the much higher temperature used to melt and install the material.
A product may be applied at 180–220°C but have a softening point around 90–125°C, depending on formula and test method. The required value should be selected according to the tender and verified through testing.
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Do not rely only on average air temperature. Dark asphalt exposed to direct sunlight can become significantly hotter. Obtain local road-surface data when possible.
Slow-moving heavy vehicles apply more stress than free-flowing passenger traffic. Intersections, port roads, toll areas and industrial sites may need greater deformation resistance.
The binder, wax, plasticizer and aggregate balance affects flow during construction and stability after cooling. A formula that is too soft may install easily but deform in service.
Thick or profiled markings can retain more heat. Their geometry should be tested with the intended machine and traffic conditions.
Yellow, red, blue and green markings require pigments selected for heat and UV exposure. Ask for relevant color and weathering tests rather than relying only on a color sample.
Fresh asphalt, surface treatments and emulsions can react differently to hot-applied material. TxDOT notes that extreme heat from sprayed thermoplastic may bring asphalt emulsion to the marking surface.
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|
Parameter |
Information to Confirm |
|
Climate |
Maximum air and pavement temperatures |
|
Road |
Asphalt, concrete or surface treatment |
|
Traffic |
Vehicle volume, heavy trucks and turning stress |
|
Product |
Softening point, heat stability and color |
|
Application |
Temperature, thickness and marking method |
|
Reflection |
Intermix and drop-on bead requirements |
|
Testing |
Project standard and acceptance criteria |
High outdoor temperature does not mean the paint should be heated above its TDS range. Overheating can damage resin and pigments.
Record pavement temperature as well as air and material temperature. Extremely hot pavement can change cooling time and bead embedment.
Do not reopen the road based only on an assumed three-minute cooling time. Confirm that the marking is hard enough for the actual pavement temperature and thickness.
Test a small area when the pavement is new, contains emulsion or has shown bleeding during hot weather.
Store bags in a cool, dry place away from direct sunlight and moisture. Damaged packaging can affect flow and consistency.
![]()
· Asking only for heat-resistant paint without stating the pavement temperature
· Selecting only by price per ton
· Ignoring heavy-truck and turning traffic
· Using a temperate-climate sample for desert projects
· Requesting compliance without identifying the standard edition
· Ordering a full container before an application trial
Road markings in Saudi Arabia, the UAE, Africa, Southeast Asia and other hot regions face conditions that differ from those in moderate climates. Pavement temperatures can rise far above air temperature, while strong sunlight and heavy traffic increase the risk of softening, deformation, dirt pickup and color change.
Selecting a hot-climate thermoplastic paint therefore requires more than choosing a product described as heat resistant.
Thermoplastic material is designed to soften during controlled heating and harden after cooling. If the finished marking begins to soften excessively under service temperatures, tires can deform the line or press dirt into the surface.
Potential hot-climate failures include:
· Flattened or distorted profiles
· Tire tracking and surface deformation
· Increased dirt pickup
· Loss of clean line edges
· Premature bead embedment changes
· White or colored pigment degradation under UV exposure
· Asphalt bleeding through the marking
These two temperatures describe different conditions.
· Softening point indicates when the finished material begins losing rigidity as temperature increases.
· Application temperature is the much higher temperature used to melt and install the material.
A product may be applied at 180–220°C but have a softening point around 90–125°C, depending on formula and test method. The required value should be selected according to the tender and verified through testing.
![]()
Do not rely only on average air temperature. Dark asphalt exposed to direct sunlight can become significantly hotter. Obtain local road-surface data when possible.
Slow-moving heavy vehicles apply more stress than free-flowing passenger traffic. Intersections, port roads, toll areas and industrial sites may need greater deformation resistance.
The binder, wax, plasticizer and aggregate balance affects flow during construction and stability after cooling. A formula that is too soft may install easily but deform in service.
Thick or profiled markings can retain more heat. Their geometry should be tested with the intended machine and traffic conditions.
Yellow, red, blue and green markings require pigments selected for heat and UV exposure. Ask for relevant color and weathering tests rather than relying only on a color sample.
Fresh asphalt, surface treatments and emulsions can react differently to hot-applied material. TxDOT notes that extreme heat from sprayed thermoplastic may bring asphalt emulsion to the marking surface.
![]()
|
Parameter |
Information to Confirm |
|
Climate |
Maximum air and pavement temperatures |
|
Road |
Asphalt, concrete or surface treatment |
|
Traffic |
Vehicle volume, heavy trucks and turning stress |
|
Product |
Softening point, heat stability and color |
|
Application |
Temperature, thickness and marking method |
|
Reflection |
Intermix and drop-on bead requirements |
|
Testing |
Project standard and acceptance criteria |
High outdoor temperature does not mean the paint should be heated above its TDS range. Overheating can damage resin and pigments.
Record pavement temperature as well as air and material temperature. Extremely hot pavement can change cooling time and bead embedment.
Do not reopen the road based only on an assumed three-minute cooling time. Confirm that the marking is hard enough for the actual pavement temperature and thickness.
Test a small area when the pavement is new, contains emulsion or has shown bleeding during hot weather.
Store bags in a cool, dry place away from direct sunlight and moisture. Damaged packaging can affect flow and consistency.
![]()
· Asking only for heat-resistant paint without stating the pavement temperature
· Selecting only by price per ton
· Ignoring heavy-truck and turning traffic
· Using a temperate-climate sample for desert projects
· Requesting compliance without identifying the standard edition
· Ordering a full container before an application trial