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Could HS2 have been cheaper?

Published in Rail Infrastructure 3 mins read

Yes, HS2 could have been significantly cheaper by implementing different design choices and operational strategies from its inception.

Understanding HS2's Cost Drivers

The High-Speed 2 (HS2) project is one of the most ambitious infrastructure endeavors in the UK, designed to connect major cities with high-speed rail lines. Its inherent complexity, scale, and the pursuit of cutting-edge performance naturally lead to substantial costs. However, specific design decisions and technical specifications have been identified as key contributors to its escalating budget.

Key Areas for Potential Cost Savings

Analysis suggests that substantial savings could have been realized by re-evaluating certain design parameters and material choices.

Operational Speed vs. Infrastructure Cost

Designing a railway for extremely high speeds, such as HS2's target of up to 225 mph (360 km/h), necessitates a remarkably precise and robust infrastructure. This includes straighter alignments, deeper cuttings, longer tunnels, and more expensive land acquisition to accommodate the required gradients and curves.

  • Impact of Speed: Reducing the maximum operational speed, even by a small margin, could significantly ease engineering demands. Lower speeds allow for more flexible route alignments, potentially reducing the need for costly tunnels, viaducts, and earthworks.
  • Savings Potential: Running the trains at a lower speed could have streamlined design requirements, leading to considerable savings on earthworks, civil engineering structures, and land acquisition.

Track Design and Material Choices

The type of track used is a major cost factor in high-speed rail construction. HS2's design specifies "slab track" for the entire line, which is significantly more expensive than conventional alternatives.

  • Slab Track: This track system involves concrete slabs directly supporting the rails, offering high stability, reduced maintenance, and suitability for very high speeds. However, its initial installation cost is exceptionally high due to the precision required and the volume of materials.
  • Conventional Ballast Track: This traditional method uses sleepers laid on a bed of crushed stone (ballast). It's cheaper to install and maintain for lower speeds, and while it requires more frequent maintenance than slab track, it offers flexibility and is widely used on conventional rail networks.
  • Savings Potential: A key area for cost reduction would have been to use conventional ballast for part of the route rather than the more expensive slab track which has been specified for the whole line. Implementing ballast track in sections where high-speed advantages are less critical, or where ground conditions are suitable, could have yielded substantial savings.

Summary of Potential Savings

Cost Driver Current HS2 Approach Potential Cheaper Alternative Savings Impact
Operational Speed Designed for very high speeds (up to 225 mph/360 km/h) Design for a lower maximum operational speed Reduces engineering complexity, less demanding route alignment, fewer tunnels/viaducts.
Track Type Exclusive use of high-cost slab track throughout the line Use conventional ballast track for suitable sections of the route Significantly lowers material and installation costs for specific stretches.

Broader Context of Infrastructure Project Costs

Beyond specific design choices, large-scale infrastructure projects like HS2 often face cost pressures from:

  • Scope Creep: Changes or additions to the project's scope over time.
  • Planning & Regulatory Delays: Lengthy approval processes and legal challenges.
  • Land Acquisition: High costs associated with purchasing land along the route.
  • Inflation & Market Fluctuations: Rising costs of materials, labor, and energy over multi-decade construction periods.
  • Unforeseen Challenges: Geological surprises or unexpected environmental considerations.

While these factors contribute to overall expenses, the fundamental design specifications for speed and track type were significant drivers that could have been modified for a less expensive outcome.