1990Highways and transportationRequires access

M63 WIDENING AND IMPROVEMENT JUNCTIONS 3 TO 5. PART 1 - PLANNING AND DESIGN

JA CHANDLER, Richard Taylor

Open publisher page 0 citations

Abstract

This article describes the widening of the M63 Stretford-Eccles bypass from the south end of Barton Bridge (Junction 3) to Stretford Rd (Junction 5), which is the last of 4 improvement schemes to widen the whole M63 (originally opened in 1961). The stage 4 design was commissioned in 1983, by which time daily traffic flow was 64000 vehicles in a 16 hour day. Fairclough Civil Engineering won the tender for 18.2 million, and work started in Jan 1988. The contract included the following major components which are described in some detail: (a) provision of a third lane throughout the length of 3500 m; (b) reconstruction of 2 bridges at Junction 3, 2 at Junction 4, 3 over side roads, and the British Rail Cheshire Lines bridge over the Liverpool-Manchester line; (c) reconstruction of an accommodation road bridge and lengthening of a pedestrian subway; (d) protection works to North West Water's Thirlmere Aqueduct, and to the main sewers serving Davyhulme sewage treatment works; (e) diversion of the 36 in diameter North West gas main, and (f) inspection of all sewers, drains and pipelines crossing under the motorway, with improvement and strengthening where necessary. There were constraints concerning traffic management, single lane traffic, slip road closures, motorway closures, site access, noise, and working hours for piling operations. Setting out was controlled via a network of 3 major stations referenced to the National Grid. Bridges were widened by extending abutments, breaking out existing beams, deck and bearing shelves and then providing a new bearing shelf to support new steel beams and reinforced concrete deck designed to act compositely. Part 2 of this article is abstracted in IRRD 829914.

About this research paper

What this paper is about

This article describes the widening of the M63 Stretford-Eccles bypass from the south end of Barton Bridge (Junction 3) to Stretford Rd (Junction 5), which is the last of 4 improvement schemes to widen the whole M63 (originally opened in 1961). The stage 4 design was commissioned in 1983, by which time daily traffic flow was 64000 vehicles in a 16 hour day. Fairclough Civil Engineering won the tender for 18.2 million, and work started in Jan 1988. The contract included the following major components which are described in some detail: (a) provision of a third lane throughout the length of 3500 m; (b) reconstruction of 2 bridges at Junction 3, 2 at Junction 4, 3 over side roads, and the British Rail Cheshire Lines bridge over the Liverpool-Manchester line; (c) reconstruction of an accommodation road bridge and lengthening of a pedestrian subway; (d) protection works to North West Water's Thirlmere Aqueduct, and to the main sewers serving Davyhulme sewage treatment works; (e) diversion of the 36 in diameter North West gas main, and (f) inspection of all sewers, drains and pipelines crossing under the motorway, with improvement and strengthening where necessary. There were constraints concerning traffic management, single lane traffic, slip road closures, motorway closures, site access, noise, and working hours for piling operations. Setting out was controlled via a network of 3 major stations referenced to the National Grid. Bridges were widened by extending abutments, breaking out existing beams, deck and bearing shelves and then providing a new bearing shelf to support new steel beams and reinforced concrete deck designed to act compositely. Part 2 of this article is abstracted in IRRD 829914.

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

This article describes the widening of the M63 Stretford-Eccles bypass from the south end of Barton Bridge (Junction 3) to Stretford Rd (Junction 5), which is the last of 4 improvement schemes to widen the whole M63 (originally opened in 1961). The stage 4 design was commissioned in 1983, by which time daily traffic flow was 64000 vehicles in a 16 hour day. Fairclough Civil Engineering won the tender for 18.2 million, and work started in Jan 1988. The contract included the following major components which are described in some detail: (a) provision of a third lane throughout the length of 3500 m; (b) reconstruction of 2 bridges at Junction 3, 2 at Junction 4, 3 over side roads, and the British Rail Cheshire Lines bridge over the Liverpool-Manchester line; (c) reconstruction of an accommodation road bridge and lengthening of a pedestrian subway; (d) protection works to North West Water's Thirlmere Aqueduct, and to the main sewers serving Davyhulme sewage treatment works; (e) diversion of the 36 in diameter North West gas main, and (f) inspection of all sewers, drains and pipelines crossing under the motorway, with improvement and strengthening where necessary. There were constraints concerning traffic management, single lane traffic, slip road closures, motorway closures, site access, noise, and working hours for piling operations. Setting out was controlled via a network of 3 major stations referenced to the National Grid. Bridges were widened by extending abutments, breaking out existing beams, deck and bearing shelves and then providing a new bearing shelf to support new steel beams and reinforced concrete deck designed to act compositely. Part 2 of this article is abstracted in IRRD 829914.

Key concepts: Sanitary sewer, Deck, Bridge (graph theory), Engineering, Civil engineering, Transport engineering, Environmental engineering, Medicine

Related papers

Back to paper searchBrowse research topicsOriginal source
M63 WIDENING AND IMPROVEMENT JUNCTIONS 3 TO 5. PART 1 - PLANNING AND DESIGN — Research Paper | ScholarLens