Infrastructure Investment Program | Infrastructure Investment Program

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Gawthorne Drive - 063175-15WA-RTR

Existing Seal section has reached its life expectancy and requires an overlay of asphalt.532mtr2 of new asphalt reseal overlay 20mm thick.

Gawthorne Drive, Karratha - 063176-15WA-RTR

Existing Seal section has reached its life expectancy and requires an overlay of asphalt.1824mtr2 of new asphalt reseal overlay 20mm thick.

Gawthorne Drive - 063177-15WA-RTR

Existing Seal section has reached its life expectancy and requires an overlay of asphalt.1064mtr2 of new asphalt reseal overlay 20mm thick.

Myles Road, Murrindindi - 063179-15VIC-RTR

Nearly all crossheads split and deteriorated. All crossheads surface rusted South west column and eastern column in middle pier cracked. Loose clips at certain locations. Both approaches appear to be rough and have lost some wearing surface.Consider replacing timber crossheads or upgrade. Concrete patch repair to south west column and eastern column in middle pier where cracked. Resurface areas of lost/worn asphalt at both approaches.

Dairy Creek Road, Homewood - 063180-15VIC-RTR

Lifting anchors underneath kerb units are exposed and corroding, which may compromise cover to reinforcement. There is no fill above the u-slab units, and no bolts in the unit legs, meaning that no load sharing can develop between adjacent beams. Lack of fill is also leading to leakage between the u-slab units. Concrete spall on north east corner of northern most crosshead with corroding reinforcement due to lack of cover. Minor cracking of the south west wingwall. There is no fill wearing surface on the deck. Damage of batter due to scour, exposing tops of abutment piles and undermining sill beam. Potholing of northern approach.Conduct an assessment of the u-slab beam to determine there load carrying capacity without load sharing and recommend remedial measures if required. Resurface affected area on northern approach. Replace lost fill material and install appropriate batter protection.Total cost of proposed project is $249,155

Acheron Road, Acheron - 063182-15VIC-RTR

Rotting and splitting of crossheads. Heavy splitting of some piles. Fine cracking to legs and soffit of deck slabs, appears to be flexural cracking. Approach guard fence is too short. guard fence at West approach has failed due to impact by vehicles and crushing from rock fall. Impact damage to barrier rail at North West corner of bridge. Loss of fill at eastern abutment due to erosion. Settlement of eastern approach.Carry out Level 3 inspection to determine cause of cracking. Carry out risk assessment to determine if compliant guard fence is required. Install new guard fence. Replace damaged rail. Reinstate lost fill and install erosion protection. Raise bridge approach.Total cost of proposed project is $148,394

Webbs Lane, Alexandra - 063184-15VIC-RTR

Masonry wing walls are loose and leaning slightly outwards. Surface rusting to flanges of both stringers. Minor spot rusting of crossheads, columns and column bracing. No barrier and approach guard fence present. Minor spot rusting of bracings. Minor settlement of both approaches.Review masonry wing walls which are loose and leaning slightly outwards, and stabilise if necessary. Carry out Risk Assessment to determine if approach guard fence and barrier is required. If required undertake design and works. Clean and repaint affected areas of surface rusting to flanges of both stringers. Repair spot rusted paintwork on both crossheads, columns and column bracing.

Tyrie Road (Rural Road) - 063185-15NSW-RTR

Narrow gravel formation width of 6m. Significant pavement failures. Route is Significant heavy vehicle route between Tottenham and Trangie, Road turns to "bulls dust" every year during harvest.Widen formation to 8m, Rip, reshape existing road and overlay with gravel pavement 0.15 m thick. Provide bitumen seal 6.5m wide. We only propose to do a single coat (primer) seal in this instance and to do the second seal coat approx 12 months later as a separate project.

Willydah Road (Rural Road) - 063186-15NSW-RTR

Narrow formation width of 6m. Narrow bitumen seal of 3.5 m, Significant pavement failure, edge drop off. School Bus Route and Heavy vehicle route between production areas into Trangie.Widen formation to 8m, Rip, reshape existing road and overlay with gravel pavement 0.15 m thick. Provide bitumen seal 6.5m wide. We only propose to do a single coat (primer) seal in this instance and to do the second seal coat approx 12 months later as a separate project

Maintongoon Road, Maintongoon - 063187-15VIC-RTR

Fine flexural cracking of u-slabs. Post spacing too large and rail is too high. Damage at 2 locations. Guard fence is too short and terminated incorrectly, also too few posts. Asphalt seal does not extend to kerbs. Settlement of approaches treated with ramped asphalt, repair is poor quality giving uneven surface. Loss of fill beneath abutment cross head due to insufficient batter protection.Carry out risk assessment to determine if compliant barrier is required. Extend asphalt layer. Raise bridge approaches. Install additional batter protection.

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