TKO-LTT – TKO Interchange and Associated Works, Hong Kong


TKO-LTT – TKO Interchange and Associated Works, Hong Kong

Strategic road network enhances connectivity of Tseung Kwan O with East Kowloon

  • Aurecon’s role: Bridges, structural, geotechnical and temporary works design
  • Client: Chun Wo – Shanghai Tunnel – China Metallurgical Joint Venture (CW-STEC-CMGC-JV)
  • Ultimate Client: Hong Kong’s Civil Engineering and Development Department

Developed in the 1980s, Tseung Kwan O (TKO) is the seventh new town in Hong Kong that is home to a population of 414,000. To improve the district’s accessibility and to cope with the continuing increase in transport demand between TKO and East Kowloon, the Hong Kong Government is working on the Tseung Kwan O – Lam Tin Tunnel (TKO-LTT) as an additional and alternative highway route incorporating tunnel and bridges works. Construction has commenced in 2016.

Aurecon was commissioned by Chun Wo – Shanghai Tunnel – China Metallurgical Joint Venture (CW-STEC-CMGC-JV) to deliver structural, geotechnical and temporary design works for the bridge component of the TKO Interchange and Associated Works project.

The project comprises the construction of an elevated interchange over the sea with seven post-tensioned concrete bridges. The interchange is erected with the use of the precast segmental balanced cantilever method. When completed, these bridges will also form a part of Route 6 – a major new link between the New Territories and Kowloon.

Winning over design challenges

Designing the interchange was not an easy feat. Challenges include designing and constructing the seven bridges over the marine zone that pose aggressive environmental conditions. Some of the project complexities include:

  • Heavy wave actions, onshore wind and water seepage
  • Highly curved road geometry alignments
  • Precast segmental single box deck
  • Balanced cantilever construction method
  • Narrow deck with complex structural details

Accurate assessments of exposure severity were vital to determine appropriate approaches with sufficient durability. According to the requirement, the bridges must be designed and built for a design life of 120 years. To ensure the structure is resilient to the extreme natural events, the piles for the bridges were founded in competent rock with some pile lengths exceeding 50 m.

With the bridges constructed over the sea, the geological longitudinal section of the rock goes as deep as 50 m below sea level requiring longer piles, while the bridge piers have piles cantilevering reaching to 20 m from the seabed. The team at Aurecon considered the method of erection, ensuring the geometry of the bridge superstructures met the required tolerances.

Geometry control work included the development of segment casting geometry, provision of segment data for individual segment match casting work at the precast yard and on-site erection geometry control work during segment erection. Aurecon also worked closely with the contractor to avoid step joints between the T-spans.

The bridges have extreme tight curvature with radii as low as 44 m, the geometric behaviour of the bridges are more complicated than straight bridges with inherent challenges. To address this, the project team avoided using external post-tensioning but adopted internal tendons. This approach saved the cost of erecting closely spaced deviators and resulted in better constructability.

Safety as the primary concern throughout the project

To successfully construct the precast segmental bridges in the marine zone with minimal disturbance to the natural environment while providing design solutions for the works to be carried out safely was also a challenge.

Aurecon strived to integrate safety in both the design and construction phases to ensure that workers are protected against any unnecessary exposure of potentially unsafe matters. This initiative also helps to reduce the amount of future maintenance works by enhancing the durability of the permanent works. Measures taken included:

  • Adopting precast shells to enhance work safety and reduce disturbance to the environment
  • Fulfilling the crack width limits on the pile cap shell to enhance durability; this helps reduce long term repair work and maintenance requirement at sea
  • Utilising modularisation to minimise manual works in the sea
  • Adopting a simpler method of shell installation and integration with permanent works
  • Deploying Aurecon’s in-house digital experts and developed 3D geometrical models for plate element analysis for clash detection and better determinations of design actions

The project has been recognised with a Commended Prize at the Lighthouse Club International Design for Safety Competition 2019.

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