A project to construct the second Midtown Tunnel link in the US state of Virginia alongside the original connection has taken an important step forward – Mike Woof writes
Commuters in the US state of Virginia will be pleased that the new Midtown Tunnel is now open to traffic, as it will help to boost capacity and cut congestion on the busy US 58 route connecting Norfolk and Portsmouth. The 1.13km tunnel link has been built to link with the interchange at Brambleton Avenue and Hampton Boulevard in Norfolk
A project to construct the second Midtown Tunnel link in the US state of Virginia alongside the original connection has taken an important step forward – Mike Woof writes
Commuters in the US state of Virginia will be pleased that the new Midtown Tunnel is now open to traffic, as it will help to boost capacity and cut congestion on the busy US 58 route connecting Norfolk and Portsmouth. The 1.13km tunnel link has been built to link with the interchange at Brambleton Avenue and Hampton Boulevard in Norfolk and when the project is complete, journey times will be significantly reduced.
Constructing the new tunnel, an immersed tube, proved challenging due to the high density of existing structures on either side of the channel, which limited the space available for the project team. An additional challenge came from a need to move existing infrastructure to allow the project to be carried out.
The two-lane, tolled tunnel runs under the Elizabeth River, providing increased capacity for both the US Route 58 and nearby I-264 in Portsmouth. The Elizabeth River is a tidal estuary, forming part of the Hampton Roads harbour in south-east Virginia. The project team had to take account of the fact that the Elizabeth River carries a steady volume of waterborne traffic as the Norfolk Navy Shipyard is close at hand, while the river also provides a connecting link to the south for the Atlantic Intracoastal Waterway. The sheltered waterway runs to Florida and handles vessels for both commercial and recreational purposes.
This is a $2.1 billion project and has been delivered through a design, build, finance, operate, and maintain (DBFOM) concession package. This cost covers the construction, operations and maintenance, interest, reserves, insurance, and development of the project. The Elizabeth River Tunnels Project (ERTP) was developed by the Virginia Department of Transportation (VDOT) in partnership with Elizabeth River Crossings (ERC). Meanwhile, the Commonwealth of Virginia is the owner of the project with ERC having responsibility for the operation and maintenance of the Midtown and Downtown tunnels. SKW Constructors, a joint venture between Skanska, Kiewit and Weeks Marine, has taken the role of design-build contractor. SKW Constructors awarded the horizontal directional drilling work to the Michigan-based Mears Group because the contractor is a recognised world leader in the field of horizontal directional digging (HDD).
The need for the new tunnel had become acute in recent years as the original tunnel was unable to cope with demand. The first Midtown Tunnel opened to traffic in 1962 but the local population in the area has increased by nearly 70% since that time. Meanwhile the volume of traffic had climbed from 8,400 vehicles/day to 38,000 vehicles/day. It was well beyond its design capacity and in addition to the congestion issues afflicting traffic in the immediate area, there were also growing concerns over the safety of the link. Congestion was particularly bad in summer months, when the area has additional traffic due to tourists using the link to access the nearby Virginia Beach.
The second tunnel has now been constructed alongside the existing tunnel and the original link is now being refurbished. When the work to improve and upgrade the first tunnel is complete in 2018, the two-way traffic flow will start. Ensuring that both tunnels only carry traffic travelling in the same direction instead of the two-way traffic in the existing Midtown Tunnel will boost safety and eliminate the risk of head-on crashes.
Building the new immersed tunnel has been an impressive project, providing major engineering challenges for the team involved. The shortage of space close to the site meant that constructing the 11 precast segments for the immersed tube tunnel had to be carried out some distance away.
The lack of a suitably large drydock close to the construction site was one of many challenges. It meant that these concrete segments, weighing around 13,000tonnes each and measuring 106m long by 16m wide and 8.8m high, had to be built at a facility far upriver in Sparrows Point, Maryland. Fabrication for the segments commenced in November 2012 with formwork from Doka playing a key role during the construction of each section.
SKW Constructors opted to use the SL-1 supporting system from Doka, as this is a heavy-duty solution that is designed for high loads. According to Doka, the modular SL-1 system provides a strong, torsion-proof sub-construction for the tunnel formwork. This formwork system is said to speed construction work and offers extra stability that allows only minimal deformation, as well as having the ability to be readjusted in any direction due to fine pitch screw-threads.
Meanwhile the tunnel formwork traveller is said to have allowed short set-up times, due to pre-assembly of the formwork and the heavy-duty SL-1 components, as well as minimal repositioning times due to the all-hydraulic rail guidance.
And to ensure that the segments would be waterproof, the Integritank membrane from Stirling Lloyd was selected as a lining system. This proven technology has been used successfully on several major immersed tube tunnel projects in Hong Kong, Mexico and the Middle East.
The original plan for the project, however, was to use crackproof concrete instead of a waterproofing membrane, but it was realised that this would not offer the same level of waterproofing. Instead, Integritank was specified as part of a long-term asset plan, to lengthen the working life of the tunnel.
A total of 33,500m2 of Integritank membrane was spray applied to a thickness of 2mm in two layers. A number of quality assurance tests were carried out, including checking the wet film thickness every 10m2 to ensure a minimum 1mm in wet film thickness for each of the two coats applied. The waterproofing system was designed so that it would be extremely durable and would also offer a very long working life. The specification required that the waterproofing system should also last longer than the design life of the tunnel.
Further tests were carried out to check that the adhesion to substrate every 500m2 was in order, to achieve a minimum adhesion of the membrane value of 0.7 MPa. Actual adhesion values on the project were far in excess of this requirement. Consumption rate checks also ensured adequate quantity of material had been installed for each phase of work. Once Integritank had been applied to the external walls and roof of the tunnel, the dry dock was flooded and the tunnel elements immersed, to confirm they were completely watertight. And despite the scale of the project and the poor weather conditions during the winter period, the waterproofing of the sections was carried out successfully, both on time and within budget.
Once they had been completed and tested successfully, the segments were loaded onto a barge and towed around 350km from Chesapeake Bay to Virginia. Their size meant that the sections had to be transported in two loads, of six and five units each.
Meanwhile at the site, preparation for the installation of the sections was underway. Nearly 1 million m3 of spoil had to be excavated from the bed of the Elizabeth River to make way for the immersed tunnel, with the team effectively digging a trench underwater across the channel. Once the trench had been excavated, the engineering team then placed around 40,000tonnes of aggregates in this trench, to provide a secure base for each of the segments.
When the precast sections arrived by barge at the site they were unloaded and positioned carefully in the river. Each of the sections was sunk into place by adding concrete ballast blocks, pumping in concrete and flooding the ballast tanks with over 15 million litres of water. The productivity rate for this stage of the operation was comparatively high, despite the busy site location and the challenges imposed by the weather, with the 11 sections being lowered at a rate roughly of one/month.
Despite the massive size weight of each segment, these sections were positioned with a high degree of precision, to an accuracy of +/– 25mm. The sections were joined with rubber seals and this tunnel is of note as it features a special watertight concrete, making it only the second tunnel in the US not to require an external steel skin. With the sections in place, another 675,000tonnes of backfill was then placed over the immersed tunnel. As the Elizabeth River does carry substantial volumes of waterborne traffic, it was realised that the immersed tube would have to be adequately protected from any possible damage. To achieve this an additional 68,000tonnes of rock armour was placed on top to ensure that the tunnel could not be damaged by ship anchors for example.
Now that the link is in use, ERC will run the concession package for a 58-year period. Meanwhile ERC comprises Skanska Infrastructure Development and Macquarie Group and the existing Midtown and Downtown Tunnels are being tolled so as to help finance the project.
The first key stage of the project is now complete, with the new tunnel now carrying traffic. But with it now in use, work is underway at present to refurbish the old tunnel and bring it up to modern safety standards with regard to issues such as lighting. When work is complete in mid-2018, the existing Midtown Tunnel will handle one-way traffic travelling eastbound from Portsmouth to Norfolk. Meanwhile the new tunnel will carry westbound traffic from Norfolk to Portsmouth, with the project providing a quicker and safer route for drivers.
Commuters in the US state of Virginia will be pleased that the new Midtown Tunnel is now open to traffic, as it will help to boost capacity and cut congestion on the busy US 58 route connecting Norfolk and Portsmouth. The 1.13km tunnel link has been built to link with the interchange at Brambleton Avenue and Hampton Boulevard in Norfolk and when the project is complete, journey times will be significantly reduced.
Constructing the new tunnel, an immersed tube, proved challenging due to the high density of existing structures on either side of the channel, which limited the space available for the project team. An additional challenge came from a need to move existing infrastructure to allow the project to be carried out.
The two-lane, tolled tunnel runs under the Elizabeth River, providing increased capacity for both the US Route 58 and nearby I-264 in Portsmouth. The Elizabeth River is a tidal estuary, forming part of the Hampton Roads harbour in south-east Virginia. The project team had to take account of the fact that the Elizabeth River carries a steady volume of waterborne traffic as the Norfolk Navy Shipyard is close at hand, while the river also provides a connecting link to the south for the Atlantic Intracoastal Waterway. The sheltered waterway runs to Florida and handles vessels for both commercial and recreational purposes.
This is a $2.1 billion project and has been delivered through a design, build, finance, operate, and maintain (DBFOM) concession package. This cost covers the construction, operations and maintenance, interest, reserves, insurance, and development of the project. The Elizabeth River Tunnels Project (ERTP) was developed by the Virginia Department of Transportation (VDOT) in partnership with Elizabeth River Crossings (ERC). Meanwhile, the Commonwealth of Virginia is the owner of the project with ERC having responsibility for the operation and maintenance of the Midtown and Downtown tunnels. SKW Constructors, a joint venture between Skanska, Kiewit and Weeks Marine, has taken the role of design-build contractor. SKW Constructors awarded the horizontal directional drilling work to the Michigan-based Mears Group because the contractor is a recognised world leader in the field of horizontal directional digging (HDD).
The need for the new tunnel had become acute in recent years as the original tunnel was unable to cope with demand. The first Midtown Tunnel opened to traffic in 1962 but the local population in the area has increased by nearly 70% since that time. Meanwhile the volume of traffic had climbed from 8,400 vehicles/day to 38,000 vehicles/day. It was well beyond its design capacity and in addition to the congestion issues afflicting traffic in the immediate area, there were also growing concerns over the safety of the link. Congestion was particularly bad in summer months, when the area has additional traffic due to tourists using the link to access the nearby Virginia Beach.
The second tunnel has now been constructed alongside the existing tunnel and the original link is now being refurbished. When the work to improve and upgrade the first tunnel is complete in 2018, the two-way traffic flow will start. Ensuring that both tunnels only carry traffic travelling in the same direction instead of the two-way traffic in the existing Midtown Tunnel will boost safety and eliminate the risk of head-on crashes.
Building the new immersed tunnel has been an impressive project, providing major engineering challenges for the team involved. The shortage of space close to the site meant that constructing the 11 precast segments for the immersed tube tunnel had to be carried out some distance away.
The lack of a suitably large drydock close to the construction site was one of many challenges. It meant that these concrete segments, weighing around 13,000tonnes each and measuring 106m long by 16m wide and 8.8m high, had to be built at a facility far upriver in Sparrows Point, Maryland. Fabrication for the segments commenced in November 2012 with formwork from Doka playing a key role during the construction of each section.
SKW Constructors opted to use the SL-1 supporting system from Doka, as this is a heavy-duty solution that is designed for high loads. According to Doka, the modular SL-1 system provides a strong, torsion-proof sub-construction for the tunnel formwork. This formwork system is said to speed construction work and offers extra stability that allows only minimal deformation, as well as having the ability to be readjusted in any direction due to fine pitch screw-threads.
Meanwhile the tunnel formwork traveller is said to have allowed short set-up times, due to pre-assembly of the formwork and the heavy-duty SL-1 components, as well as minimal repositioning times due to the all-hydraulic rail guidance.
And to ensure that the segments would be waterproof, the Integritank membrane from Stirling Lloyd was selected as a lining system. This proven technology has been used successfully on several major immersed tube tunnel projects in Hong Kong, Mexico and the Middle East.
The original plan for the project, however, was to use crackproof concrete instead of a waterproofing membrane, but it was realised that this would not offer the same level of waterproofing. Instead, Integritank was specified as part of a long-term asset plan, to lengthen the working life of the tunnel.
A total of 33,500m2 of Integritank membrane was spray applied to a thickness of 2mm in two layers. A number of quality assurance tests were carried out, including checking the wet film thickness every 10m2 to ensure a minimum 1mm in wet film thickness for each of the two coats applied. The waterproofing system was designed so that it would be extremely durable and would also offer a very long working life. The specification required that the waterproofing system should also last longer than the design life of the tunnel.
Further tests were carried out to check that the adhesion to substrate every 500m2 was in order, to achieve a minimum adhesion of the membrane value of 0.7 MPa. Actual adhesion values on the project were far in excess of this requirement. Consumption rate checks also ensured adequate quantity of material had been installed for each phase of work. Once Integritank had been applied to the external walls and roof of the tunnel, the dry dock was flooded and the tunnel elements immersed, to confirm they were completely watertight. And despite the scale of the project and the poor weather conditions during the winter period, the waterproofing of the sections was carried out successfully, both on time and within budget.
Once they had been completed and tested successfully, the segments were loaded onto a barge and towed around 350km from Chesapeake Bay to Virginia. Their size meant that the sections had to be transported in two loads, of six and five units each.
Meanwhile at the site, preparation for the installation of the sections was underway. Nearly 1 million m3 of spoil had to be excavated from the bed of the Elizabeth River to make way for the immersed tunnel, with the team effectively digging a trench underwater across the channel. Once the trench had been excavated, the engineering team then placed around 40,000tonnes of aggregates in this trench, to provide a secure base for each of the segments.
When the precast sections arrived by barge at the site they were unloaded and positioned carefully in the river. Each of the sections was sunk into place by adding concrete ballast blocks, pumping in concrete and flooding the ballast tanks with over 15 million litres of water. The productivity rate for this stage of the operation was comparatively high, despite the busy site location and the challenges imposed by the weather, with the 11 sections being lowered at a rate roughly of one/month.
Despite the massive size weight of each segment, these sections were positioned with a high degree of precision, to an accuracy of +/– 25mm. The sections were joined with rubber seals and this tunnel is of note as it features a special watertight concrete, making it only the second tunnel in the US not to require an external steel skin. With the sections in place, another 675,000tonnes of backfill was then placed over the immersed tunnel. As the Elizabeth River does carry substantial volumes of waterborne traffic, it was realised that the immersed tube would have to be adequately protected from any possible damage. To achieve this an additional 68,000tonnes of rock armour was placed on top to ensure that the tunnel could not be damaged by ship anchors for example.
Now that the link is in use, ERC will run the concession package for a 58-year period. Meanwhile ERC comprises Skanska Infrastructure Development and Macquarie Group and the existing Midtown and Downtown Tunnels are being tolled so as to help finance the project.
The first key stage of the project is now complete, with the new tunnel now carrying traffic. But with it now in use, work is underway at present to refurbish the old tunnel and bring it up to modern safety standards with regard to issues such as lighting. When work is complete in mid-2018, the existing Midtown Tunnel will handle one-way traffic travelling eastbound from Portsmouth to Norfolk. Meanwhile the new tunnel will carry westbound traffic from Norfolk to Portsmouth, with the project providing a quicker and safer route for drivers.
