1978ConstructionRequires access

M62 OUSE BRIDGE

Jnw Chaffe

Open publisher page 0 citations

Abstract

The design and construction of the award winning, 29 span, plate girder road bridge is described. The River Ouse is 290 M wide between the flood banks but peat and soft clays on either side of the river, and the need for 22.9 M of navigational headroom led to a total bridge length of 1340 M. The piers are reinforced concrete portal frames and the deck consists of eight steel plate girders acting compositely with a reinforced concrete deck slab. The 2 M deep girders are haunched to 3.9 M at the river piers. A 40 M wide casement under the whole length of the bridge and an access road for maintenance purposes were included in the contract. Close inspection will be carried out from mobile equipment operating from the deck and paved areas under the approach spans. Scaffolding will be used for the river spans. /TRRL/

About this research paper

What this paper is about

The design and construction of the award winning, 29 span, plate girder road bridge is described. The River Ouse is 290 M wide between the flood banks but peat and soft clays on either side of the river, and the need for 22.9 M of navigational headroom led to a total bridge length of 1340 M. The piers are reinforced concrete portal frames and the deck consists of eight steel plate girders acting compositely with a reinforced concrete deck slab. The 2 M deep girders are haunched to 3.9 M at the river piers. A 40 M wide casement under the whole length of the bridge and an access road for maintenance purposes were included in the contract. Close inspection will be carried out from mobile equipment operating from the deck and paved areas under the approach spans. Scaffolding will be used for the river spans. /TRRL/

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The design and construction of the award winning, 29 span, plate girder road bridge is described. The River Ouse is 290 M wide between the flood banks but peat and soft clays on either side of the river, and the need for 22.9 M of navigational headroom led to a total bridge length of 1340 M. The piers are reinforced concrete portal frames and the deck consists of eight steel plate girders acting compositely with a reinforced concrete deck slab. The 2 M deep girders are haunched to 3.9 M at the river piers. A 40 M wide casement under the whole length of the bridge and an access road for maintenance purposes were included in the contract. Close inspection will be carried out from mobile equipment operating from the deck and paved areas under the approach spans. Scaffolding will be used for the river spans. /TRRL/

Key concepts: Deck, Girder, Bridge (graph theory), Slab, Span (engineering), Engineering, Structural engineering, Pier

Related papers

Back to paper searchBrowse research topicsOriginal source
M62 OUSE BRIDGE — Research Paper | ScholarLens