Irwin River Crossing

Irwin River Crossing

Incorporated into this project were also major works including;

Demolition of existing walkway and pile system, excavation of excess fill and removal of tyre wall of site approx. 3,500 m3.

Supply and install Pile type Az-14-770-10/10, 138.5 Lm @10 m in length.

Construction of a sheet pile wall located along the Fascine water frontage entrance to the marina to prevent erosion with concrete sheet pile cap.

Sheet pile tie back system @ every walkway into concrete pile cap 10 required.

Removal and excavation of sand spit inside the marina; 12,000 cubic meters of materials were excavated and then disposed of offsite.

Installation of 22 x Floating Pen System and piling. Walkway Pontoons, Finger Pontoons /floating platforms, with composite decking.

Earthworks and drainage,

Construction of new footpaths and walkways.

Installation of rock pitching inside the marina to protect the shoreline.

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