Brett opens Chichester rail aggregates route

Brett opens Chichester rail aggregates route

Brett has opened a new rail aggregates route into Chichester. The first 1,034-tonne limestone delivery establishes a South Coast distribution hub serving regional construction demand.


IN Brief:

  • The first train delivered 1,034 tonnes of limestone from Holcim’s Torr Works quarry.
  • Chichester will become a rail-connected distribution hub for West Sussex and the South Coast.
  • Terminal throughput and local stockholding will determine how effectively the route improves supply resilience.

Brett Group has received the first train at its Chichester rail siding, beginning regular aggregate deliveries into a new South Coast distribution hub.

The inaugural Freightliner Heavy Haul service carried 1,034 tonnes of limestone from Holcim’s Torr Works quarry in Somerset. Its load comprised Type 1 limestone and limestone scalpings for distribution across West Sussex and the wider South Coast construction market.

Ovenden Earthmoving handled unloading at the siding, where the material has been placed into stock for onward supply. The delivery followed preparatory work to bring the rail facility into operation and establish the handling, safety, and logistics arrangements required for regular services.

After adding the Chichester siding and Shoreham Wharf to its regional network, Brett now has a broader combination of rail and marine access along the South Coast. Chichester provides a route for rail-borne rock and secondary products, while Shoreham supports marine aggregates and ready-mixed concrete activity.

The siding gives the company another means of moving bulk material into a region where quarry location, road access, planning constraints, and construction demand all influence supply. Rail is particularly suited to high-volume aggregate movements because a single train can replace a substantial number of long-distance lorry journeys.

Individual construction sites will still generally receive material by road, so the logistics benefit depends on the terminal’s proximity to demand, adequate stockholding, and efficient local distribution. Poorly coordinated secondary movements can erode some of the savings achieved during the long-distance rail leg.

Terminal capacity shapes regional resilience

A functioning rail terminal changes more than the transport mode, since it affects where stock can be held, how orders are scheduled, and which source quarries can serve a market economically. Reliable train paths, unloading capacity, storage space, and local vehicle access can give contractors a broader supply base than one dependent solely on nearby extraction.

Such flexibility becomes valuable during periods of strong demand or disruption, when quarry maintenance, road closures, driver availability, weather, and local production constraints can all affect aggregate flows. Rail-connected depots allow producers to build stock in advance, although inventory ties up working capital and requires strict product segregation.

Investment is also increasing in equipment designed to improve terminal productivity, including the dedicated Liebherr aggregate handlers ordered by DB Cargo UK. Unloading speed, reach, fuel use, and reliability are critical where train paths and wagon cycles are tightly managed.

Chichester’s performance will depend on the complete logistics chain rather than the siding in isolation. Quarry loading, network paths, locomotive and wagon availability, terminal reception, unloading, stock management, and local dispatch must work together, since delay in one stage can reduce wagon utilisation and affect later services.

Rail operations also introduce planning and environmental considerations around noise, dust, lighting, vehicle movements, and working hours. Terminals need enough flexibility to receive trains when paths are available while controlling the effects of unloading and stock handling on neighbouring land uses.

For contractors, the practical value will be measured through product availability, lead times, specification compliance, and delivered cost. Rail can reduce exposure to long-distance road haulage, but the terminal still requires a responsive ordering and delivery operation capable of serving projects whose demand can change quickly.

Type 1 aggregate and limestone scalpings are widely used in roads, drainage, infrastructure, and general construction, often in substantial volumes. Interruptions to supply can affect earthworks and pavement programmes where following trades depend on formation and sub-base completion.

Maintaining stock at Chichester could help absorb short-term fluctuations, though terminal operators must balance resilience against storage limits and the risk of holding slow-moving material. Product contamination, moisture, segregation, and stock rotation will require active management.

Local road access around the terminal will also influence capacity, particularly if several large projects draw material simultaneously. Vehicle scheduling, loading equipment, weighbridge throughput, and driver turnaround can become bottlenecks even when rail deliveries arrive as planned.

The addition of Shoreham and Chichester gives Brett more than one inbound route for the South Coast market, improving flexibility between marine and rail supply. Each facility will nevertheless need sufficient utilisation to support its fixed operating and maintenance costs.

The first 1,034-tonne service confirms that the physical route is operational. Its longer-term value will be determined by train frequency, terminal throughput, local delivery performance, and whether Chichester develops into a dependable regional hub rather than an occasional delivery point.