Poor shape, excessive dust, washing of surface during rainFrom chainage 0.00 intersection of Cheeney Road and Solomon Road to chainage 10.00 kilometres intersection of Cheeney Road and Milton Road. Scarify existing road surface, reshape to a 3% crossfall and compact. Lay a minimum of 100mm of gravel over the formation and compact. Lay two coat bitumen seal 6m wide using 14mm and 10mm aggregate.Total cost of proposed project is $2,412,000
Failed pavement and poorly formed table drains.Stabilise existing pavement for a distance of 1020m x 6.8m wide and place new 150mm deep Class 2 FCR base course over 200m section of newly stabilised sub-base. Seal new pavement and reform existing table drains.
The road demonstrates a range of issues, including seal failures, pavement failures, high roughness and ruttingPavement reconstruction over several segments and resealing of remaining length
Existing pavement at the roundabout at Queen St/Elyard Street has failed, along with the pavement between Queen Street and Lord Street. The central island has also a number of failures caused by repeated tracking of buses over the island.Deeplift reconstruction of the existing pavement, replacement of the existing central roundabout island, correction of the shape of the pavement on one corner.
Existing pavement is exhibiting cracking and rutting over this length of road, including some localised failures.Heavy patching, seal and 50mm asphaltic concrete overlay.
Existing pavement is showing early cracking and pavement deformationHeavy patching and 40mm ac overlay
Gravel surface is worn, rough and unpredictable making it unsafe. Inadequate depth of gravel remaining on road leading to poor road conditions following rain events.Reshape formation to 8m road width (where possible), construct 150mm gravel overlay, clear and reshape table drains on either side of roadway to provide adequate drainage.
Existing connections between the precast deck slabs and the bridge bearers were failing, resulting in unacceptable movement and damage of the deck slabs. Existing timber bridge railing did not meet current standards.Removal and repair of precast deck slabs, placement of additional bridge bearers and reinstallation of deck slabs with new connection detail. Also replacement of existing timber bridge railing with a compliant bridge barrier.
Road is currently unsealed & a sand mining lease is located in Moonah Creek. The road regularly needs grading because of the usage by large road trains on it. Road will be paved & sealed & result in less maintenance costs.Pave & Seal a 9.5 Km section of road x 6 metre seal
Existing pavement is showing some cracking and ravelling, while some kerb also requires replacementSeal and 35mm ac overlay, along with limited kerb repairs