Drainage and Wash-Down at Cross Dock Faces
Dock faces are where outside water, wash-down fluid and product losses meet the highest movement intensity. Liquids do not follow the drain shown on drawings. They follow falls, tyre wear bands, joint lines and local settlement. This page supports our wider cross docking flooring guidance by explaining how floor behaviour influences drainage and spill control where doors are busiest.
20 +
Years
Supporting Live Dock Operations
The biggest dock face failures are usually not missing drainage. They are small level issues, worn thresholds and joint routes that redirect liquid into transfer lanes or hold residue after cleaning. Getting control means understanding where fluids enter, where they collect, and how they leave the working area.
Drainage, Wash-Down and Spill Paths at Dock Faces
Dock faces take in rain blow-in, trailer carry-in and wash-down water, plus occasional product losses. These liquids rarely follow the drain on paper. They follow small falls, tyre wear bands and joint lines, then collect at thresholds and leveller edges where the surface has settled or worn.
On new builds, falls and collection points can be set during concrete slab installation. On existing sites, resurfacing can restore local control and rebuild low points. In some door corridors, polished concrete may support wash-down where surface behaviour stays consistent. For related issues, see surface texture control for wet dock areas and joint performance under constant direction changes.
What Good Dock Face Control Needs
Where Dock Face Liquid Control Breaks Down
Problems usually repeat in the same dock face locations because those areas combine wetting, traffic stress and level change within short distances.
Door threshold strips where fluid pools before it reaches any drain route.
Leveller interfaces where falls flatten and contamination collects beneath seals.
First internal lanes where wet wheels track water into turning movements.
Joint intersections that steer liquids sideways along the line of least resistance.
Wash-down zones where routine volumes overwhelm local falls and collection points.
Traffic-worn bands that form shallow channels back toward doors or across lanes.
Our Approach
STAGE 1
We identify where fluid enters the dock face, how far it travels, and where it sits after cleaning. Door usage, trailer interfaces and wash-down routines are reviewed alongside falls, joints and wear bands to find the real flow routes in day to day operation.
STAGE 2
Using the mapped routes, we set practical changes that improve control. This may include correcting local falls at thresholds, removing low spots near levellers, and treating joint lines that are acting as channels so liquids move toward collection points instead of into lanes.
STAGE 3
Dock faces are kept working by phasing repairs by door group or short runs such as threshold strips. Each completed area is checked under normal wash-down and live traffic so behaviour is confirmed before the zone returns to service.
Wash-down water should carry contamination to collection points, not spread it across transfer lanes or back to doors.
Small level loss at door edges can create repeat pooling, leaving residue where wheels and pedestrians concentrate.
When joints steer liquids sideways, spill response becomes harder because fluid leaves the incident area quickly.
Consistent floor behaviour helps teams anticipate where liquids will gather during a loss and act faster.
We work with cross dock operators to improve drainage routes, wash-down behaviour and spill control at active door interfaces.
Contact us to discuss your cross dock flooring requirements:
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