Vehicular under-bridge, West Thurrock, Essex, England

Now known as Fenner Road, Chafford Hundred, Essex, England

30m long, 16.5m wide, 9.5m high

An under-bridge was required below the single track Upminster to Gray’s railway, to provide a main road link between the Lakeside Shopping Centre and the Chafford Hundred housing development.

High voltage overhead power lines along both sides of the track, overhead track electrification, and the need for British Rail to avoid closure of the railway, led to a ‘jacked box tunnel’ solution being adopted.

Ground conditions at the site comprised weathered chalk overlaid by loose sand. The chalk contained swallow holes that had been loosely filled with sand from above.

A single concrete box was constructed on a jacking base in a jacking pit to one side of the railway. A concrete shield was rigidly attached to the front of the box and five jacking rigs were attached to the rear. Steel ‘spiles’ were incorporated in the roof of the shield to control the flow of sand from the swallow holes as they became exposed at the tunnel face.

The patented ‘anti-drag system’ (ADS) was used at the top and bottom of the box. The top ADS controlled disturbance of the overlying ground and the bottom ADS maintained the box on an accurate vertical alignment. The top 2m of the face was hand mined and machine excavators were used to mine the lower 7.5m of face. A speed restriction of 20mph was imposed during tunnelling and subsequent grouting

The box was installed to an accuracy of 15mm on both line and level. Total ground surface settlement was limited to a maximum of 100mm over the centre of the box, whilst ground movement in the direction of jacking was limited to a maximum of 15mm.

During tunnelling, the ground surface and track were monitored for movement. Track alignment was maintained manually by a small maintenance gang.

Most of the settlement was attributable to a loss of sand from the swallow holes which, in spite of the measures adopted, proved difficult to avoid completely. A maximum jacking thrust of 3,500t was required and the jacking operation took just 9 days.

The contract included concrete portals at each end of the under-bridge. The reception end portal was constructed prior to tunnelling and the shield was jacked into it. An in-situ connection was then made to complete the monolithic structure.

This was the largest box jacking project in the U.K. at the time and the techniques employed were so innovative that it was featured on the BBC television programme ‘Tomorrow’s World’.

 

Client: British Rail (Eastern)

Designer: John Ropkins

Contractor: Jacked Structures Ltd

Scope of work: Design and construct

Contract period: 18 months

Completion date: June 1991

© John Ropkins Ltd

About Us | Site Map | Privacy Policy | Contact Us | ©2007 The Chafford Hundred Site