Infrastructure Investment Program | Infrastructure Investment Program

Submissions or registrations of interest to be kept informed about the progress of this work, can be made directly via email to costestimation@infrastructure.gov.au or by using the form below.

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Channel Road, Walkamin - 055846-15QLD-RTR

The existing 5m wide bitumen seal is too narrow for the number of commercial vehicles now using this section of Channel Road. Two vehicles are unable to pass without utilising the unsealed road verge or the table drain which creates an unsafe environment for the road users. The existing road pavement is also substandard and is showing signs of detoriation from heavy use by commercial vehicles.The proposed works include the widening of the existing 5m wide bitumen road to 7m to allow the safe passing of commercial vehicles and the reconstruction of the road pavement to improve it's load bearing capacity.Total cost of proposed project is $769,213

Dibden Street - 055847-15QLD-RTR

Pavement and Kerb and Channel have failedReplace Kerb and Channel,Replace Stormwater Inlets,Replace existing pavement,New Asphalt seal.Total cost of proposed project is $551,000

Gunnawarra Road, Gunnawarra - 055848-15QLD-RTR

The existing 5m wide bitumen seal is too narrow for the number of commercial vehicles now using this section of Gunnawarra Road. Two vehicles are unable to pass without utilising the unsealed road verge or the table drain which creates an unsafe environment for the road users. The existing road pavement is also substandard and is showing signs of detoriation from heavy use by commercial vehicles.The proposed works include the widening of the existing 5m wide bitumen road to 7m to allow the safe passing of commercial vehicles and the reconstruction of the road pavement to improve it's load bearing capacity.Total cost of proposed project is $394,285

Birdwood Street - 055849-15QLD-RTR

Pavement and Kerb and Channel have failedReplace Kerb and Channel,Replace Stormwater Inlets,Replace existing pavement,New Asphalt SealTotal cost of proposed project is $408,000

Wrights Creek Road, Lake Eacham - 055854-15QLD-RTR

The steel girders which support the 20m long concrete running deck are in poor condition due to their age and rust damage.The first stage is to investigate options and prepapre the detailed design for the removal of the existing concrete deck and steel girders and replace with concrete interlocking girders and undertake some minor roadway approach works.

Norman Street, St. Marys - 055856-15SA-RTR

The kerb and water table on both sides of Norman Street are in very poor condition. The kerbing is displaced both vertically and horizontally due to soil movement and tree growth.. The road pavement is significantly deformed due to the reactive sub-grades in the area. Norman Street is 540 meters in length and classified as a “Local” road with a vehicle traffic volume of 400 vehicles per day.It is proposed to replace all of the kerbing on both sides of Norman Street. The kerb replacement will be followed by the removal of the road seal and pavement. The road will be replaced with a 70mm Asphalt pavement followed with 30mm Asphalt seal.

Norman Court, St. Marys - 055857-15SA-RTR

The kerb and water table on both sides of Norman Court are in very poor condition. The kerbing is displaced both vertically and horizontally due to soil movement and tree growth.. The road pavement is significantly deformed due to the reactive sub-grades in the area. Norman Court is 50 meters in length and classified as a “Local” road with a vehicle traffic volume of 50 vehicles per dayIt is proposed to replace all of the kerbing on both sides of Norman Court. The kerb replacement will be followed by the removal of the road seal and pavement. The road will be replaced with a 100mm Asphalt pavement followed with 40mm Asphalt seal. The work in Norman Court will complement the work proposed in Norman Street.

Rowland Road (Rural Road) - 055858-15WA-RTR

Repair drainage issues under the roadSupply and installation of 750 millimetre diametre concrete rubber ring joint class 2 drainage pipes.

Newenham Rd, Springfield - 055859-15SA-RTR

The kerb and water table on both sides of Newenham Road are in poor condition due to environmental factors and their age. The road pavement is deformed resulting in poor ride ability. Newenham Road is 215 meters in length and is classified as a “Local” road with a vehicle traffic volume of 50 vehicles per day.It is proposed to replace all of the kerbing on both sides of Newenham Road. The kerb replacement will be followed by the removal of the road seal and pavement. The road will be replaced with a 40mm Asphalt pavement followed with 30mm Asphalt seal.

East Parkway, Colonel Light Gardens - 055861-15SA-RTR

East Parkway is a relatively high trafficked road and bus route. The road pavement and seal are showing signs of distress with significant failed areas. Testing of the existing road pavement indicates that the road pavement is deficient of road base materials by 270mm. East Parkway is 755 meters in length and is classified as a “Distributor” road with a vehicle traffic volume of 4,575 vehicles per day.It is proposed to replace the road seal and pavement with a 130mm Asphalt pavement followed with 40mm Asphalt seal.

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