Road pavement shows significant areas of failure, including shoving, cracking and potholing. Kerb and channel has displaced and holds water in some places. High maintenance costs associated with ongoing inspection and repair. Road safety associated with potholed and shoved pavement.Road reconstruction, including removal and replacement to 300mm depth of 800 sqm of existing failed pavement, subgrade replacement as required, removal and replacement of approximately 150 m of kerb and channel, remove and replace associated concrete driveway and footpath pavement to match new kerb where required. Reconnect house drain connections and reset stormwater inlet pits to match new kerb. Install new stormwater drains and inlet pits. Prepare and place initial 7mm stone seal and 40mm hotmix final seal. Repaint linemarking.Total cost of proposed project is $81,600
Conflict in traffic movements exist at the intersection with a number of accidents and near misses reported annually.A roundabout with deep lift asphalt will be installed at the intersection to regulate traffic.
Age related deterioration of existing surface has resulted in oxidation of the bitumen, cracking, and isolated areas of pavement failure including roughness and breaking up of pavement surface due to ingress of moisture.Intersection overlay, including pavement repair as required, supply and place 30mm thick layer bitumen asphalt. Repaint linemarking.
Gravel contaminated with naturally occurring asbestos has been used on the unsealed road. Council has determined to seal the road for safety reasons.The proposed work will prepare the existing gravel surface, including up to 100 mm of gravel overlay. and seal the road to 5.5 metres wide for 1,600 metres length.
The 1200 mm diameter culvert has failed and requires replacing for 17 metres of its length.The proposed work will replace 17 metres of the current 1200 mm diameter culvert.
The 600 mm diameter culvert has failed and requires replacing.The proposed work will replace the current 600 mm diameter culvert with a similar sized culvert.
Age related deterioration of sealed road surface has resulted in loss of stone, oxidation of the bitumen, cracking, and isolated areas of pavement failure including roughness and breaking up of pavement surface due to ingress of moisture. Proposed reseal shall form a waterproof barrier to prevent the road pavement from becoming wet and prevent the formation of potholes and shall improve skid resistance.It is proposed to reseal the full pavement area with a 14mm bituminous seal, works will include pavement digouts and patching in preparation and re-linemarking on completion.
Age related deterioration of sealed road surface has resulted in loss of stone, oxidation of the bitumen, cracking, and isolated areas of pavement failure including roughness and breaking up of pavement surface due to ingress of moisture. Proposed reseal shall form a waterproof barrier to prevent the road pavement from becoming wet and prevent the formation of potholes and shall improve skid resistance.It is proposed to reseal the full pavement area with a bituminous seal, works will include pavement digouts and patching in preparation and re-linemarking on completion.
Road surface which has become slippery due to depletion of gravel and repairing pot holes.4.42 kilometres of resheeting to be undertaken to replenish gravel surface
Road pavement shows significant areas of failure, including shoving, cracking and potholing. High maintenance costs associated with ongoing inspection and repair. Road safety associated with very slick pavement surface and shoved pavement.Intersection reconstruction, including removal and replacement of temporary islands, pavement stablisation & seal, supply and place asphalt overlay. Repaint linemarking.