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Flexible Pavement Design in Swansea: Ground-Ready Solutions for Coastal Roads

Rigorous testing. Clear reporting.

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The subgrade beneath Singleton Park tells a different story than the alluvium along the Tawe waterfront. One sits on dense Devensian till; the other overlies soft estuarine silts that lose bearing capacity after a wet winter. Swansea receives roughly 1,150 mm of rainfall each year, and that number dictates everything in flexible pavement design. A section that performs perfectly on the upland campus can rut within two seasons if the same granular layer thickness is copied to a riverside scheme. We calibrate every pavement section to the actual CBR and drainage condition of its specific location. The CBR road investigation provides the soaked strength values we need, and grain size analysis confirms whether local borrow material meets the grading envelope for the base course.

A flexible pavement in Swansea is only as good as its subgrade drainage. We design every layer stack from soaked CBR, not from a textbook.

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Approach and scope

A recent warehouse extension off Fabian Way sat on 2.8 m of soft clay overlying weathered Mercia Mudstone. The developer wanted to open within nine months, so the pavement had to be placed through winter. We ran in-situ permeability tests across the formation to map where the clay was fully saturated and where sand lenses allowed drainage. The data split the car park into three treatment zones: a standard 380 mm granular stack on the firm side, a geogrid-reinforced capping layer over the transitional band, and a 600 mm stabilised sub-base with edge drains where groundwater sat within 400 mm of formation. Asphalt layer thickness was verified using BS EN 13108-1 material properties and traffic loading to IAN 73/06. The contractor saved £34k by not over-excavating the whole site.
  • Granular sub-base thickness customised per CBR zone, not a blanket 300 mm.
  • Drainage detailing matched to measured permeability, not assumed infiltration rates.
  • All binder and surface course mixes specified with Welsh aggregate sources to reduce haulage and embodied carbon.
Flexible Pavement Design in Swansea: Ground-Ready Solutions for Coastal Roads
Technical reference — Swansea

Site-specific factors

The most expensive mistake we see in Swansea is treating the whole site as one CBR value. A pavement designed for 5% soaked CBR that crosses a buried stream channel with 1.2% CBR will show transverse cracking within 18 months. The asphalt lifts, water enters, and the binder course strips under traffic. Repair costs routinely exceed the original pavement cost because you are now rebuilding in a live environment with traffic management. Another recurring problem is ignoring perched water in the upper 600 mm. Without a drainage path, the granular layers saturate and lose stiffness. We specify CBR road investigation at 50 m centres in variable ground and insist on permeability profiles when the water table is within 1.5 m of formation. A pavement without this data is a pavement with an unknown expiry date.

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Relevant standards


DMRB CD 226 – Design for new pavement construction, IAN 73/06 – Design guidance for road pavement foundations, BS EN 13108-1 – Bituminous mixtures: Asphalt Concrete, BS EN 13285 – Unbound mixtures: Specification, SHW Series 600 – Earthworks and Series 900 – Road pavements

Technical parameters

ParameterTypical value
Design traffic (msa)0.5 to 80 per lane, DMRB CD 226
Subgrade CBR range<1% (estuarine clay) to >15% (till)
Granular sub-base thickness150–600 mm, CBR-dependent
Asphalt layersSurface, binder, base per IAN 73/06
Geogrid reinforcementTensar TriAx or equivalent, verified pullout
Drainage requirementFormation falls ≥2.5%, edge drains at high water table
Material specificationBS EN 13285 for unbound, BS EN 13108 for asphalt
Compaction controlNuclear gauge density to SHW Clause 612

Q&A

What does flexible pavement design cost for a Swansea commercial development?

For a typical access road and parking area on a site in Swansea, a full pavement design package including subgrade investigation, CBR profiling, drainage assessment, and thickness optimisation runs between £1,270 and £4,520 depending on site area and ground variability. A small infill plot with uniform till sits at the lower end. A larger site with estuarine clay and perched water requiring multi-zone design and permeability mapping will be at the upper end.

When is a flexible pavement preferred over rigid concrete in Swansea's ground conditions?

Flexible pavements suit Swansea sites where the subgrade is variable and we expect differential settlement. The bituminous layers can accommodate small movements that would crack a rigid slab. They also allow stage construction, so you can open the binder course to traffic and place the surface course later. On very soft clay, however, we may recommend a rigid pavement with a reinforced concrete slab if total settlement exceeds 50 mm and surcharge time is unavailable.

How do you account for Swansea's rainfall in the pavement design?

Rainfall drives our drainage design. With over 1,100 mm annually, we assume the subgrade will be near-saturated for much of the year and use soaked CBR values exclusively. We also design positive drainage falls of at least 2.5% on the formation and specify edge drains wherever the natural water table sits within 1.5 metres of the underside of the sub-base. Permeable paving options are evaluated against infiltration test results so we do not accidentally create a reservoir under the pavement.

Location and service area

We serve projects across Swansea and its metropolitan area.

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