Construction of the Bridge Replacement at Kerkin Road, Pimpama

Location Pimpama, QLD 4209
Client City of Gold Coast
Head Contractor Hazell Bros (QLD) Pty Ltd
Type of works Roadways, Bridges
Overall Project Value $14M
Status Completed (Sep 2022 - Dec 2023)

 

The project involved constructing a new three-span concrete bridge (63m long, 10m wide) over the Pimpama River, along with associated approach works. It included ground improvement, environmental management, and detailed bridge construction.

Scope:

  • Construction of the new three-span concrete bridge, including provision for a future 2m pedestrian footpath, including:
    • Cast-in-place piles with liners at abutments and piers.
    • Abutments and wingwalls for future pedestrian walkway.
    • Precast prestressed deck units, relieving slabs, bridge kerbs, and rails.
    • Grouted rock pitching, waterproofing membrane, and deck penetrations.
    • Asphalt surfacing for bridge and road approaches, traffic barriers, and cyclist rails.
    • Conduits for future lighting, fauna crossings, and access ramps.
    • Drainage, batter slope protection, navigational signage, and bridge date plate.
    • Road traffic barriers and end terminals.
    • Protection of existing services.
  • Ground improvement works, including the design and installation of 2,800 Controlled Modular Columns.
  • Rock spill protection at both abutments, concrete retaining walls, and scour protection on both northern and southern approaches.
  • 445m of bridge approaches connecting to the existing road, with stormwater drainage, signage, and pavement marking.
  • Landscaping, revegetation, and site restoration, including vegetated filter strips.
  • Vegetation clearing, site preparation, and removal/reinstallation of road furniture.
  • Temporary access tracks, storage areas, and environmental approvals for temporary works.
  • Construction of temporary piling and crane platforms, including waterway work.
  • Traffic management and control on-site and off-site.
  • Piling works over water using 1.5m diameter steel-lined cast-in-situ piles up to 40m deep, with dewatering and acid sulphate water management.
    Construction of a 6.8m high, 130m long retaining wall, and managing access restrictions.
  • Design and construction of access to the creek, managing significant environmental constraints.
  • Pavement construction using cement-treated materials and complex traffic management due to nearby swamp land and overhead powerlines.
  • Environmental management, including work within the tidal zone, acid sulphate soil management, and marine fauna and flora protection.
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