Twin 1350 mm diameter pipe culverts across the road are sinking, causing failure of the road. surface.The proposed works will pump grout beneath and around the culverts to provide additional support to and stabilise the culverts. The road surface will then be repaired and resealed.
The seal is showing signs of cracking and minor edge break; the aggregate has worn smooth and has poor skid resistance and the binder condition is brittle.A single coat reseal to preserve the base course and prevent a complete rebuild.
Problems being addressed is the poor roadside drainage and rutting and shifting of the road surface which contributes to the poor wearing surface.Works proposed to be undertaken for this project is to rehabilitate 2.0km of the road. This will involve drainage improvements and importing, spreading, shaping and compacting gravel on road shoulders and applying a bituminous re-seal to the existing bitumen surface.
The road pavement is being final sealed or resealed as per Council maintenance protocols.The entire section of pavement will be spray sealed and appropriate sized stone applied. In some instances emulsions or micro seals may be applied.
The road pavement is being final sealed or resealed as per Council maintenance protocols.The entire section of pavement will be spray sealed and appropriate sized stone applied. In some instances emulsions or micro seals may be applied.
The seal is showing signs of cracking, potholing, ravelling and minor edge break. The aggregate has worn slightly and the binding condition is brittle.A single coat reseal.
The road pavement is being final sealed or resealed as per Council maintenance protocols.The entire section of pavement will be spray sealed and appropriate sized stone applied. In some instances emulsions or micro seals may be applied.
The seal is showing signs of minor edge break, the aggregate has worn smooth, has poor skid resistance and the binder condition is brittle.A single coat reseal to preserve the base course and prevent a complete rebuild.
Problems being addressed is the poor roadside drainage and rutting and shifting of the road surface which contributes to the poor wearing surface.Works proposed to be undertaken for this project is to rehabilitate 0.6 km of the road. This will involve drainage improvements and importing, spreading, shaping and compacting gravel and applying a bituminous seal to the newly rehabilitated road pavement.
The seal is showing signs of minor edge break, the aggregate has worn smooth, has poor skid resistance and the binder condition is brittle.A single coat reseal to preserve the base course and prevent a complete rebuild.