Clay areas and minimal gravel on pavement area, Drainage and intersection upgrade.Widen intersection, upgrade drainage and gravel sheeting.
Pavement and seal deterioration has led to potholes and surface deformationMajor patching and pavement stabilistaion
Existing pavement surface is uneven with minor deformations and edge failures. The wearing surface is showing sighns of oxidisation coming to the end of useful life.Minor surface corrections and heavy patching to existing pavement and shoulders. Application of new bitumen seal wearing surface. Reseal reduced in length due to other pavement defect.
Existing pavement surface is uneven with minor deformations and edge failures. the wearing surface is showing signs of oxidisation coming to the end of useful life.Surface corrections and heavy patching to existing pavement and shoulders. Application of new bitumen seal wearing surface. Seal design was improved to achieve an improved wearing surface finish as temperature in pavement was unable to reach optimum seal temperature requiring an alternative emulsion and stone treatment.
Existing pavement surface is uneven with minor deformations and edge failures. The wearing surface is showing signs of oxidisation coming to the end of useful life.Surface corrections and heavy patching to existing pavement and shoulders. Application of new bitumen seal wearing surface. Application of asphalt overlay and road widening due to temperatures in area.
Existing pavement surface is uneven with minor deformations and edge failures. The wearing surface is showing signs of oxidisation coming to the end of useful life.Surface corrections and heavy patching to existing pavement and shoulders. Application of new bitumen seal wearing surface. Reduction in length due to revised assessment of pavement, resulting in more defects which was then unsuitable for reseal and will require rehabilitation.
Existing surface is uneven with minor deformations and edge failures. The wearing surface is shoowing signs of oxidisation coming to the end of useful life.Surface corrections and heavy patching to existing pavement and shoulders. Application of new bitumen seal wearing surface.
The floodway has reached its design life and is beginning to show signs of failure. Substantial structural issues have been identified which poses a risk to the floodway being washed away in a storm event, resulting in the isolation of communities.Reconstruct the concrete causeway and approaches.Total cost of proposed project is $733,800
Oxidisation of the asphalt on the surface layer due to the ageing process. Crocodile cracks and pot holes occurring on the road surface. Damages on the Kerb & Gutter sections due to ageing process.Mill and re-sheet the surface layer of the road paving with 30mm thick asphaltic concrete (AC10) layer. Reconstruct the damaged kerb & gutter sections.Total cost of proposed project is $117,717
Existing seal has major cracking past trafficable used by date.Reseal with 10mm aggregate