Warrego at Charlton Current Performance

Current highway performance This is largely due to the steep and winding alignment highway around Ipswich and 3,000 heavy vehicles per of the highway as it crosses the escarpment and day through . On the western sections of the Rapid development of the Surat Basin energy province, the busy urban traffic conditions through central highway, heavy vehicle volumes steadily decrease from growth of region centres, such as Toowoomba, and Toowoomba. (See Figure 2). 1,500 west of Toowoomba to around 200 at Morven, and continued increase in the national freight task are below 100 vehicles per day approaching Charleville. significant challenges to the safe, efficient and reliable Capacity and transport efficiency performance of the Warrego Highway. Current capacity constraints are generally limited to: The Warrego Highway is the second-highest trafficked ƒƒ delays from slow heavy vehicles negotiating the rural national highway outside South East , Safety steep and winding crossing of the Great Dividing after the . Current traffic volumes vary Range at Toowoomba High traffic volumes and mixing of local and highway traffic from an average of more than 40,000 vehicles per day contribute to serious and fatal crashes along the Warrego (vpd) at Ipswich, to approximately 25,000 vpd through ƒƒ congestion and delays through Toowoomba city due Highway. The highway between and Toowoomba, Toowoomba, 5,000 vpd approaching Dalby to less than to urban travel conditions, including 60 km/h speed and the regional centres of Dalby, Miles and Roma, are 1,000 vpd west of Mitchell. (See Figure 3). zone, 16 signalised intersections and an at-grade particular black spots for road safety improvement. West of rail crossing Toowoomba, road safety is influenced by high proportions Heavy vehicles comprise a significant proportion of ƒ of road trains and other heavy vehicles sharing the road traffic on the Warrego Highway, making up approximately ƒ delays from limited overtaking opportunities on with local and tourist traffic. a quarter of all traffic west of Toowoomba, and two-lane sections between Toowoomba and Dalby. approaching a third of all traffic on the lower-trafficked The Toowoomba to Oakey section has traffic volumes The crossing of the escarpment sections west of Roma. Over 5,700 heavy vehicles per of 11,000 vehicles per day, which is at capacity for a and Toowoomba City have the highest crash rates on day travel on the highway on the eastern section of the two-lane highway and warrants duplication. the highway. 10 Figure 2. Fatal and seriously injured crashes along the Warrego Highway (2005-2009)

25 Toowoomba and Great Dividing Range Crossing

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15 Ipswich

10 Dalby

5 Roma Miles Figure 2 illustrates the fatal and seriously injured crashes on the Charleville Warrego Highway. An increase in the number of crashes generally occurs on the higher-trafficked sections between Ipswich and Dalby. 0 100 200 300 400 500 600 700 Distance (kms)

Figure 3. Total and heavy vehicle traffic volumes (2011 and projected 2031)

Total AADT 2031 Heavy Vehicle AADT 2031 Brisbane to Oakey Oakey to Charleville Total AADT 2011 Heavy Vehicle AADT 2011 90,000 16,000 Miles Roma Dalby 80,000 Oakey Oakey Morven Ipswich

14,000 Mitchell Chinchilla Charleville 70,000 Toowoomba 12,000

60,000 10,000 50,000 8,000 40,000 6,000 30,000 Annual Average Daily Traffic Daily Average Annual Figure 3 illustrates 2011 and 2031 Average Annual Daily Traffic 4,000 20,000 (AADT) for total traffic (light and heavy vehicles) and for heavy vehicles on the Warrego Highway. Traffic volumes between Ipswich 2,000 10,000 and Roma are projected to more than double over the next 20 years due growth in , Toowoomba and Surat Basin 0 0

0 energy province. 75 25 50 173 123 573 523 148 373 273 198 473 100 323 673 423 223 623 548 598 348 448 248 398 298 498 648 698

Distance (kms) Distance (kms)

Warrego Highway Upgrade Strategy 2012 11 Flood damage to the highway at Blyth Creek east of Roma

Flood immunity and reliability ƒƒ Jackson – Tchanning Creek The Warrego Highway crosses numerous floodplains ƒƒ Roma – Blyth Creek Natural Disaster Relief and Recovery Arrangements and floodways, and flooding can close the highway at ƒƒ Morven – Angellala Creek multiple locations for prolonged periods. This impacts Between mid 2010 and early 2011, southern on reliability, increasing travel times and costs of Severe flooding, which occurred in southern Queensland experienced some of the worst delays for industry and communities. Queensland from mid 2010 to early 2011, resulted flooding and extreme weather events in more in lengthy highway closures of over a week in some Key locations subject to flooding include: than a century, affecting numerous communities locations. This resulted in many communities being along the Warrego Highway. This flooding caused ƒƒ Crowley Vale – Laidley Creek isolated for extended periods. multiple road closures and extensively damaged ƒƒ Gatton – Lockyer Creek Investments within this Strategy aim to improve long- the existing road network and structures. term immunity along the highway, including the raising ƒƒ Toowoomba – East and West Creeks A significant portion of the Warrego Highway of floodways when associated with adjoining works. between Ipswich and Charleville suffered ƒƒ Oakey – Gowrie Creek In the aftermath of the floods which devastated the extensive damage, including closures of the ƒƒ Dalby – Doctors and Myall Creeks community of Grantham in the in 2011, Toowoomba range crossing and partial closure the Queensland Government is re-establishing the of the Marburg range crossing, west of Ipswich. ƒƒ Macalister – Coranga Creek community on a new site to the north. Development Recovery and restoration works funded under ƒ ƒ Chinchilla – Charlies Creek of the Grantham Reconstruction Area may support a the Natural Disaster Relief and Recovery need for a new access to the Warrego Highway. Access ƒƒ Miles – Dogwood Creek Arrangements (NDRRA) are currently underway. options for Grantham are subject to ongoing planning.

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