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Case study · Bridges and civils

Darley Mill replacement bridge

A replacement bridge over a beck for a residential mill redevelopment: three universal beams, a full-length parapet and a galvanised finish, from detailing through to delivery.

In progress 2026

3D view of the Darley Mill bridge: three UB 533 beams with SHS and RHS parapets either side
3D view from our Tekla model, drawing E1 issued for approval in July 2026.

Key dimensions

UB 533x210x92 S355 (3 No.)Parapet 1100 high: SHS 100 posts, RHS 100x50 rails, SHS 50 infillBearings 300 each end, on the abutments03007,3727,67201,6813,3625,0436,724Posts
Side elevation with running dimensions (mm). Drawn from our fabrication data, not a photograph.
Deck (by others)02,0004,000Parapet posts on the outer beams
Cross-section: three beams at 2,000 mm centres. Drawn from our fabrication data, not a photograph.
Key facts
Span7,072 mm between supports, 7,672 mm overall
Deck steel3 No. UB 533x210x92, S355, at 2,000 mm centres
Parapet1,100 mm high: SHS 100 posts at 1,681 mm centres, RHS 100x50 rails, SHS 50 infill with 100 mm clear gaps
Connections15 mm base plates on resin anchors and grout, with slotted holes at one abutment for movement
FinishHot-dip galvanised (by our specialist galvaniser)
Weight3,503 kg, 125 members
StandardFabricated to BS EN 1090-2 under our Factory Production Control
Our scopeDetailing, fabrication drawings, fabrication, galvanising and delivery
StatusIn progress: fabrication and delivery under way (October 2026)

The brief

The redevelopment needed the old crossing over the beck replaced with a new steel bridge. The engineer's design set three universal beams side by side carrying the deck, with a steel parapet along both edges.

What we did

  • Modelled the whole bridge in Tekla Structures and issued general arrangement drawings - a 3D view, a plan and four sections - for approval
  • Worked the design team's mark-up into the set: the base plates went from 12 to 15 mm, and one abutment was given slotted holes (22 x 30 mm, running with the span) so the bridge can move with temperature
  • Issued a full fabrication package: assembly drawings for the three beams and the two handrail frames, single-part drawings, a part list and NC files for our cutting and drilling
  • Fabricated the beams and parapets in our workshop in Ash, Sevenoaks, and arranged hot-dip galvanising with our specialist partner
  • Re-planned delivery when the client chose to install the steel with their own site team: the three beams first, then the parapets as soon as they are ready

Details that mattered

  • The 100 mm rule. The "100 typ" infill note is the clear gap, not the spacing. That gives 50 mm infill at 150 mm centres, 40 members a side, so no gap lets a 100 mm sphere through
  • Thermal movement. Fixing both ends rigidly would lock in stresses as the steel warms and cools. Slotting one end lets it move while still holding it in place
  • Galvanising. A bridge over water needs a finish that lasts, so every member is hot-dip galvanised after fabrication

Timeline

  1. June 2026Quotation from the engineer's design
  2. 2 July 2026Tekla drawings issued for approval
  3. 26 August 2026Drawings approved, with a slotted-hole detail added
  4. 8 September 2026Fabrication package issued
  5. October 2026Programme changed: beams delivered first, parapets to follow, installed by the client's team
Questions

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