Correct surface preparation is one of the most important conditions for durable thermoplastic road markings. Even a well-formulated material can peel, crack or debond when it is applied to a wet, dusty or contaminated pavement.
TxDOT states that pavement must be clean and dry to achieve proper bonding and that preparation is especially important for thermoplastic performance. The correct procedure differs between asphalt and Portland cement concrete, so contractors should evaluate the surface before heating the paint.
Thermoplastic bonds to asphalt mainly through heat and mechanical interaction with the pavement texture. On concrete, a compatible liquid primer is normally required because the bonding mechanism is different.
Poor preparation can cause:
· Edge lifting and peeling
· Complete loss of adhesion
· Bubbles caused by trapped moisture
· Dirt contamination in the marking
· Uneven thickness and rough surfaces
· Premature wear under traffic
Check whether the asphalt is new, aged, polished, sealed or contaminated. New asphalt may contain oils or surface treatments that influence bonding. Old pavement may contain dust, oxidized binder or remnants of previous markings.
Use a broom truck, compressed air or another approved method to remove dust, sand, aggregate and debris. The cleaned area should extend beyond the planned marking edges.
Oil, fuel, grease, curing materials and chemical residues can prevent adhesion. Use an approved cleaning method and allow the pavement to dry fully.
Loose, thick or incompatible markings may need grinding, water blasting or another approved removal process. Do not apply new thermoplastic over a weak layer and expect the new line to remain bonded.
The absence of visible water does not always mean the pavement is dry. Moisture inside surface pores can turn into vapor when hot thermoplastic is applied, causing bubbles or poor adhesion.
Concrete requires special attention because thermoplastic does not create the same thermal bond that it develops with asphalt.
New concrete may retain curing compounds, laitance or dust. These materials must be removed from the marking path using an approved mechanical or cleaning method.
Concrete can hold moisture below the visible surface. Applying hot material over damp concrete can produce blistering and loss of bond.
FHWA guidance notes that Portland cement concrete should be treated with a liquid-applied primer where thermoplastic will be installed. Apply the primer at the manufacturer’s recommended coverage and allow it to reach the specified condition before marking.
Apply a short test line and allow it to cool. Inspect the edges and attempt a controlled adhesion check before beginning full production.
|
Inspection Item |
Asphalt |
Concrete |
|
Surface clean and dry |
Required |
Required |
|
Dust and loose aggregate removed |
Required |
Required |
|
Oil and grease removed |
Required |
Required |
|
Old marking evaluated |
Required |
Required |
|
Curing compound removed |
Usually not applicable |
Required where present |
|
Compatible primer |
Depends on condition and specification |
Normally required |
|
Test application |
Recommended |
Strongly recommended |
Surface moisture and temperature strongly influence thermoplastic adhesion. Avoid application during rain, fog, condensation or conditions likely to introduce moisture before the marking cools.
The thermoplastic material may be heated correctly while the pavement is still unsuitable. Contractors should separately monitor material temperature, air temperature and pavement temperature.
In humid climates, nighttime work can create dew even when no rain is forecast. A dry surface at the start of the shift may become damp later.
The thermoplastic bonds to the dust rather than the pavement. The line may appear normal initially but detach with the contaminated layer.
Moisture can create bubbles, pinholes, craters and weak adhesion.
This is a common reason for large sheets of thermoplastic separating from concrete.
The new layer is only as strong as the old marking underneath it.
A brief trial can identify surface, primer and temperature problems before a large quantity of material is installed.
Correct surface preparation is one of the most important conditions for durable thermoplastic road markings. Even a well-formulated material can peel, crack or debond when it is applied to a wet, dusty or contaminated pavement.
TxDOT states that pavement must be clean and dry to achieve proper bonding and that preparation is especially important for thermoplastic performance. The correct procedure differs between asphalt and Portland cement concrete, so contractors should evaluate the surface before heating the paint.
Thermoplastic bonds to asphalt mainly through heat and mechanical interaction with the pavement texture. On concrete, a compatible liquid primer is normally required because the bonding mechanism is different.
Poor preparation can cause:
· Edge lifting and peeling
· Complete loss of adhesion
· Bubbles caused by trapped moisture
· Dirt contamination in the marking
· Uneven thickness and rough surfaces
· Premature wear under traffic
Check whether the asphalt is new, aged, polished, sealed or contaminated. New asphalt may contain oils or surface treatments that influence bonding. Old pavement may contain dust, oxidized binder or remnants of previous markings.
Use a broom truck, compressed air or another approved method to remove dust, sand, aggregate and debris. The cleaned area should extend beyond the planned marking edges.
Oil, fuel, grease, curing materials and chemical residues can prevent adhesion. Use an approved cleaning method and allow the pavement to dry fully.
Loose, thick or incompatible markings may need grinding, water blasting or another approved removal process. Do not apply new thermoplastic over a weak layer and expect the new line to remain bonded.
The absence of visible water does not always mean the pavement is dry. Moisture inside surface pores can turn into vapor when hot thermoplastic is applied, causing bubbles or poor adhesion.
Concrete requires special attention because thermoplastic does not create the same thermal bond that it develops with asphalt.
New concrete may retain curing compounds, laitance or dust. These materials must be removed from the marking path using an approved mechanical or cleaning method.
Concrete can hold moisture below the visible surface. Applying hot material over damp concrete can produce blistering and loss of bond.
FHWA guidance notes that Portland cement concrete should be treated with a liquid-applied primer where thermoplastic will be installed. Apply the primer at the manufacturer’s recommended coverage and allow it to reach the specified condition before marking.
Apply a short test line and allow it to cool. Inspect the edges and attempt a controlled adhesion check before beginning full production.
|
Inspection Item |
Asphalt |
Concrete |
|
Surface clean and dry |
Required |
Required |
|
Dust and loose aggregate removed |
Required |
Required |
|
Oil and grease removed |
Required |
Required |
|
Old marking evaluated |
Required |
Required |
|
Curing compound removed |
Usually not applicable |
Required where present |
|
Compatible primer |
Depends on condition and specification |
Normally required |
|
Test application |
Recommended |
Strongly recommended |
Surface moisture and temperature strongly influence thermoplastic adhesion. Avoid application during rain, fog, condensation or conditions likely to introduce moisture before the marking cools.
The thermoplastic material may be heated correctly while the pavement is still unsuitable. Contractors should separately monitor material temperature, air temperature and pavement temperature.
In humid climates, nighttime work can create dew even when no rain is forecast. A dry surface at the start of the shift may become damp later.
The thermoplastic bonds to the dust rather than the pavement. The line may appear normal initially but detach with the contaminated layer.
Moisture can create bubbles, pinholes, craters and weak adhesion.
This is a common reason for large sheets of thermoplastic separating from concrete.
The new layer is only as strong as the old marking underneath it.
A brief trial can identify surface, primer and temperature problems before a large quantity of material is installed.