The section of the road was sealed under the R2R program previous year and it requires a second coat of seal to complete the works and to achieve the surface efficiency.Reseal Beasley Road from chainage 9.5 to 11.5 kilometres.
Road is in poor condition with significant pavement failures, and poor drainage, and poorly defined parking areas around major tourist infrastructureReconstruction of road including installation of drainage and kerb and channel and new parking areas around major tourist infrastructure (Submarine Park)
Currently road has insufficient seal width (5.5m) and pavement is in poor condition, and with increasing traffic this is creating a safety issue for users.Reconstruction and widening of road to a 9m formation and a 7m seal.
Shoulders of road have deteriorated significantly, which has led to a significant safety issues for passing vehiclesThe shoulders of the road will be reconstructed (stabilized and sealed)
The current drainage structure at Granite Creek Crossing is in a poor condition and requires upgrade. There are both horticultural and pastoral interests who utilise this road and tourist, locals and fishermen accessing the Fergusson River.Upgrade Granite Creek Crossing.
Road is currently unsealed through winding bends, where a number of vehicles have left the road.Constructing and sealing 1km of road through the winding bends
Road is currently unsealed through winding bends, at the end of a sealed section of the road. A number of vehicles have left the road in this locationConstruction and sealing of 2.0km of road
Surface deterioration of existing pavement due to gravel loss and upgrade it to allow all weather access to designated propertiesResheet and pave & seal
The pavement is heavily oxidised and displays cracking and other types of failure.Reconstruction of existing pavement.
The existing seal is oxidised and stripped. The pavement is displaying cracking in some areas. In general the shape of the road is acceptable.The treatment will involve some heavy patching and kerb and gutter repair. The wearing course will be treated with a 30mm mill and fill operation with AC10 over the entire area.