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    Stonehenge Tunnel DCO revoked: design and risk takeaways for project teams

    March 18, 2026|

    Reviewed by Tom Sullivan

    Stonehenge Tunnel DCO revoked: design and risk takeaways for project teams

    First reported on New Civil Engineer

    30 Second Briefing

    The Stonehenge Tunnel development consent order has been formally revoked by the transport secretary, citing “exceptional circumstances” arising from changes in scheme finance, national policy and anticipated future land use on the A303 corridor. The decision halts the previously consented bored tunnel and associated surface works near the World Heritage Site, forcing National Highways and consultants to reassess long-term capacity, safety and heritage-impact options for this congested single-carriageway section. Designers and contractors now face uncertainty over any future major earthworks, structures and archaeological mitigation strategies in the area.

    Technical Brief

    • Revocation of the DCO removes the statutory basis for the previously consented bored tunnel and cut-and-cover approaches.
    • National Highways’ detailed ground investigation, archaeological surveys and heritage impact assessments around the A303 now lack a defined construction scheme to inform.
    • Land acquisition, temporary works compounds and haul-road corridors safeguarded under the DCO will need legal and planning review before any future intrusive works.
    • Contractors’ early-stage designs for TBM launch/reception shafts, portal retaining structures and approach embankments become reference only, not buildable consents.
    • Any revised scheme will require a fresh environmental statement and heritage setting assessment for the Stonehenge World Heritage Site, restarting statutory consultation.
    • Traffic modelling and safety casework for dual-carriageway capacity upgrades on this single-carriageway section must be re-based on a “do-minimum” scenario.
    • Archaeological mitigation strategies tied to the tunnel alignment, including strip-map-record and preservation-in-situ zones, will need re-scoping or mothballing.

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    Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.

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