Kimberley Marine Support Base (KMSB) – Broome Floating Wharf

Kimberley Marine Support Base (KMSB) - Broome Floating Wharf

Client: TAMS Group
Location: Port of Broome, WA

Project scope

Broome's ageing wharf was unable to keep pace with the region's extreme tidal range — up to 10 metres within six hours — which restricted port operations to short tidal windows and limited the town's potential as a 24/7 logistics hub for resources, defence, cruise and regional freight. TAMS was engaged by the Kimberley Marine Support Base consortium to design and construct a new floating wharf and approach causeway at the Port of Broome, eliminating the need for dredging and enabling all-tide operations. The completed facility — a floating wharf with an approach trestle causeway and link-span ramp — was completed at the end of 2025 and is a 2026 Australian Construction Achievement Award finalist.

Roam Marine's scope

Headstock installation engineering

Roam Marine designed the temporary access platforms for the headstocks, the installation rigging used to lift and position them, and the trunnions that enabled the headstocks to be safely installed.

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Temporary piling & construction support

Scope included design of the temporary piling frame used across the works, crane mats to support crane operations, and "crowsnest" platforms designed specifically for pile cut-off work at height above the water.

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Longitudinal beam installation

Roam Marine designed the installation methodology for the longitudinal beams forming the causeway and wharf structure.

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Linkspan bridge & restraint jacket lift engineering

Roam Marine carried out the installation rigging design and lift analysis for the linkspan bridge and the restraint jackets, ensuring these major lifts could be executed safely given their scale and the marine environment.

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Northern & southern dolphin installation

Roam Marine designed the installation methodology for both the northern and southern dolphins supporting the wharf and berthing structure.

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Temporary access systems

Scope also included the temporary gangway design connecting the headstocks, access platforms for the floating barge restraint structure, and a dedicated rigging platform for the restraint jackets — the connective, safety-critical infrastructure that made the rest of the construction sequence possible.


Now operational, the floating wharf enables uninterrupted, all-tide access for resources, defence, bulk cargo, livestock and cruise vessels

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Cape Lambert A (CLA) Dolphins – Wharf upgrade

Cape Lambert A (CLA) Dolphins – Wharf Upgrade

Client: Austral Construction
Location: Cape Lambert, Pilbara, WA

Project Scope

Austral Construction was contracted to upgrade the Cape Lambert A wharf for the four iron ore berths, including demolition of 24 existing dolphins and installation of 20 new dolphins, supply and installation of associated dolphin walkways, stairs and services, wharf strengthening, and additional piling and bracing of 9 anchor bents. The project was made more complex by a tight schedule and an operational facility that only permitted access to one berth at a time.

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Roam Marine's scope

Temporary loadout jetty

Roam Marine designed a temporary loadout jetty to support a 300t crawler crane, including the concept and location of fender piles, pontoon and gangway for small boat access, across two spans with central piles positioned at the toe of the armour and seaward piles in the dredge slope. Scope included assessing the capacity of existing beams — originally sized for a 250t crane — and modifying as required for the larger crane, plus detailed design of new piles accounting for shallow embedment on bedrock, with smaller conical-tipped abutment piles to penetrate the seawall. A 400t jackup installed all piles except the abutment piles, which were installed using a land-based gate. The pontoon combines a 12m and 6m float with custom brackets and fendering at the piles, connected by a 20m-span gangway. A section of the seawall was removed for crane access, with sea-containers available to close the gap during a cyclone and prevent inundation of the laydown area.

Temporary works for 50-year storm events

Roam Marine designed the temporary works supporting construction across the wharf, engineered to withstand 50-year storm events. This included temporary bracing of spud piles and jackets, access along the wharf via modular walkways spanning up to 15m, and access to jackets, piles, bracing and stair towers up to deck level. Roam Marine also developed the installation method for longitudinal walkways between piles and under the maintenance deck, along with the associated lift studies, lugs and spreaders. A custom lift C-beam — 9m high with a 7m reach — was designed to lift up to 14t at 7m or 31t at 3.25m, and a monorail system was developed to install 25t lateral walkways between dolphins under the wharf.

Transverse walkway installation method

For the most complex lift on the project, Roam Marine designed the installation method for a 26t transverse walkway beneath the operating wharf. This included a 20m monorail rated to a 26t SWL with a 6m cantilever, installed using a 10t monorail and the 9m-high, 7m-reach C-beam. Roam Marine also designed the test load, lifting lugs, spreaders and rigging selection — including hoists and girder trolleys — for the sequence of transferring the walkway load from the crane hook onto the monorail, then rolling it under the wharf into position beneath the far dolphin deck.

Lumsden Point Marine Offloading Facility (MOF)

Lumsden Point Marine Offloading Facility (MOF)

Client: TAMS Group
Location: Port Hedland, WA

Project scope

TAMS was contracted to design and construct a land-backed wharf for FMG at Lumsden Point, Port Hedland. The wharf measures approximately 59m by 22m with a retained height of 16.5m. The main wall is supported by 55 piles at 1625mm diameter, with the anchor wall supported by 19 piles at 1067mm diameter.

Roam Marine's scope

Piling frame design & constructability

Roam Marine designed the piling frames for both the main wall and anchor wall, including all temporary support, access, and lifting arrangements. Our scope also included a constructability review of the client's wharf design.

The main wall piles were driven using a 25m-long, two-level gate frame capable of driving 11 piles at a time — reducing the installation to just 5 frame positions across the full wall. The frame was supported on temporary piles, with pile rollers designed to swing clear so the piling hammer could pass through.

Piling frame

60t piling frame supported on temporary piles

The anchor wall used a simpler single-level gate frame, supported on a barge positioned on the mudflat, driving the anchor piles five at a time from the side of the barge.

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Driving the anchor piles off the side of the barge, five at a time

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Backfilling behind the anchor wall and tie installation

Access & construction platforms

Access platforms were installed along both sides of the full length of the pile wall to support welding access, while cube float pontoons were used on the mudflats to provide working access for the anchor wall.

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Access decks on main wall

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Cube floats on anchor wall

Navigational aids

Roam Marine also designed six permanent gravity-base navigational aids / leads for the MOF, two of which were fitted with lead lights and daymark shapes. The bases were precast concrete with a bolt-on steel central post and upper section.

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Nav Aid installation

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Lifting the precast base units