Cracking of road seal due to age of roadRoad crack patching and Sealing works from the corner of Mallee Drive to the corner of Callitris Road o to 0.64km
Road seal failure and cracking due to age of road and asphalt failure at the intersection of Serpentine and Larkin StreetRoad patching and an reseal works and road stabilisation works and asphalting at the intersection of Serpentine and Larkin Street
failed pavement showing signs of pot-holing and cracking especially around bus-stop areareseal of pavement to improve life of roadTotal cost of proposed project is $42,000
pot-holing of road pavementresealing of pavement to improve longevity of roadTotal cost of proposed project is $12,776
Increased number of incidents occurring at this intersection as evidenced by RMS statistics has now determined this intersection as a Blackspot. Causes to these incidents has been attributed to the intersection having limited sight distance, poor driver behaviour and inadequate streetlighting.Construction of concrete roundabout with centre streetlighting, kerb & gutter, medians and upgrading of the service road access.Total cost of proposed project is $352,499
This section of One Man Road has been formed out of natural material and has now deteriorated consisting of corrugations and pot holes which requires continual maintenance grading to keep the road to a safe standard.The work proposed is to reconstruct the drains and resheet the rod with 100mm of gravel from straight line kilometre 4.58 to straight line kilometre 7.88.
Extensive road pavement failures and associated kerb and channel and stormwater drainage deterioration.Repair of stormwater pipes under the road formation, replacement of kerb and channel and full pavement rehabilitation.
The existing table drains are not of adequate capacity at some locations and have scoured in other locations. As a result damage occurs to the road pavement in heavy rainfall and sediment can be transported to local waterways as a result.The proposed work will install a new 600 mm diameter culvert in the road. The table drains will be reshaped and reinforced with rock at locations along the table drains to reduce scour potential.
The existing table drains are not of adequate capacity at some locations and have scoured in other locations. As a result damage occurs to the road pavement in heavy rainfall and sediment can be transported to local waterways as a result.The proposed work will install a new 600 mm diameter culvert in the road. The table drains will be reshaped and reinforced with rock at locations along the table drains to reduce scour potential.
The existing, old seals requires rejuvenation to address problems including loss of aggregate and cracking. On some sections the road profile is such that the edges are higher than the centre.Rip and reform to the design profile, four sections totalling approximately 450 metres; import new gravel as required to form road to the correct profile. Place an emulsion based primer seal to these sections. Place a 10mm aggregate reseal to all sections.