EDG assisted our client with the design for a new two span bridge at Osbourne in Adelaide. The bridge will be supported by reinforced soil structures at the abutments and a centre pier. EDG undertook preliminary geotechnical investigations at the proposed piled foundation locations and provided geotechnical design parameters for the piles including skin friction, end bearing and spring stiffness vales.
![Walkerston Bypass](https://edgconsult.com.au/wp-content/uploads/2023/07/walkerston-bypass-panorama-1200x512-1-768x328.jpg)