ROA/Concrete Roads/TBT-ROA-012
Sub-Base and Capping Layer Installation
Road Construction & Surfacing › Concrete Roads › Sub-Base and Capping Layer Installation
Sub-Base and Capping Layer Installation
Toolbox Talk Record
Ref: TBT-ROA-012 | Issue: 1 | Date: March 2026
| Presenter | Project | ||
| Location | Date |
What?
- Sub-base and capping layers form the structural foundation beneath road pavements and hard standings.
- Materials include Type 1 granular sub-base, cement-bound material, and recycled aggregates.
- Large volumes of material are delivered by HGV tippers and spread by graders, dozers, or loading shovels.
- Compaction by vibrating rollers is required to achieve specification density and bearing capacity.
- Dust from dry granular materials can contain respirable silica, requiring suppression and monitoring.
- Multiple plant items operating simultaneously on the formation creates high plant-pedestrian collision risk.
- Level and thickness control using surveying instruments ensures the layer meets design tolerances.
- Haul roads carry heavy traffic during material delivery, requiring maintenance and dust control.
- Cement-bound materials are caustic when wet and require COSHH controls for skin and eye protection.
- Compaction testing must confirm each layer achieves the required density before the next layer is placed.
Why?
| Plant interaction | Multiple heavy machines operating together on the formation create constant collision risk for ground workers. |
| Dust exposure | Dry aggregate and cement-bound materials generate silica and cement dust harmful to lungs and skin. |
| Structural quality | Under-compacted or incorrectly specified sub-base causes premature pavement failure and costly reconstruction. |
| Do | Don't |
|
See also: Road Construction Safety Awareness | Compaction and Rolling Procedures |
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