The M53 Moreton North Bridge carries the Junction 2 southbound slip road (Chester bound) over the main motorway. Recent bridge assessments had recommended a weight restriction be applied to the bridge which would restrict HGV use. Highways England therefore planned for its replacement. The presence of asbestos permanent formwork cast… ∞
On December the 6th 2015, during storm Desmond, substantial flooding in Cumbria resulted in the loss of the masonry arch bridge within the village of Pooley Bridge. The original bridge was erected in 1764 (itself replacing an earlier bridge from the 16th century) and was positioned at the outlet of… ∞
The A57 Hyde Road forms part of the main arterial route network into Manchester City Centre. The trunk road is a link between the junctions of the M60 and M67 motorways at the east end, and the Ardwick Green South (A6) at the west end. For the majority of its… ∞
The £40 million A50 Growth Corridor Project is being delivered by Staffordshire County Council and Tarmac Construction on behalf of Highways England. The project is designed to ease congestion and offer easy access to the 700-home Bramshall Meadows housing development without traffic being driven through Uttoxeter. The works include a… ∞
State-of-the art signalling technology is being installed in South Wales to allow more trains to run along the track and so increase passenger capacity, particularly at peak times. The works have included re-signalling the line in the area east of Port Talbot East, from Llantrisant to Baglan, the Newport area… ∞
As part of the Wales Package 7 contract, a number of structures along the Welshpool to Aberystwyth line did not have the Rail Availability (RA) rating for the line. In order to achieve the RA rating for the Greenhouse Underbridge it was agreed that the superstructure to the bridge would… ∞
For the past 18months the Crossrail West, Stockley Airport Junction project has provided a constant source of opportunities for PaSCoE to prove our ability to develop strong working relationship as well as demonstrate our unique, adaptive and client focused approach to temporary works design. Due to increased demand on rail… ∞
Engineering work on the weir of Ennerdale Water in the 1950s raised the level of the lake, increasing its storage capacity and ensuring a more secure potable water supply. As part of this work, one of the tributaries of the River Ehen (Ben Gill) was diverted to Ennerdale Water via… ∞
Greystone Footbridge, known locally as the ‘sausage bridge’, has helped generations of the local community to safely cross the M62 since opening in 1973. The footbridge has now reached the end of it serviceable life and Knowsley Council is investing in a new modern replacement bridge that will cater for… ∞
Improvement works have started at Chiltern Railways’ third busiest station, High Wycombe, as part of a £4 million Network Rail project which will see the lengthening of the northbound platforms and the construction of a footbridge. Network Rail and Chiltern Railways are undertaking the project to provide long term additional… ∞
After more than 100 years of public service Hayeswater Reservoir has been restored to the natural mountain tarn it once was. Dammed in 1908 to provide drinking water to communities around Ullswater the reservoir was declared surplus to requirements in 2005. The project team of United Utilities, PaSCoE, and Eric… ∞
To support the construction of a new Community Stadium and new building works by the University of Brighton the existing road network required major improvements to interface with the existing and proposed infrastructure. The new Brighton and Hove Albion Stadium Project required improvements to the A270 Lewes Road which included… ∞
To improve capacity on the line between London Bridge and Lewisham, a new stretch of single track has been built alongside the original bi-directional single track between Tanners Hill Junction (near St John’s Station) and Lewisham Vale Junction. Before the new track was laid, St John’s Vale Road Bridge was… ∞
Flood studies and physical model tests demonstrated that the original overflow and spillway facilities at the Ogden Impounding Reservoir were unable to pass the Probable Maximum Flood (PMF) without overtopping onto the main earth embankment with a consequent risk of failure due to the destructive action of out-of-channel flows. The… ∞
Flood studies and physical model tests demonstrated that the existing overflow and spillway facilities at the Holden Wood Impounding Reservoir were unable to pass the Probable Maximum Flood (PMF) without overtopping onto the main earth embankment with a consequent risk of failure due to the destructive action of out-of-channel flows…. ∞
Baystone Bank Reservoir impounded the Whicham Beck and the Whicham Beck tributary. The total catchment area at the dam was 2.47km2, with approximately 93% accounted for from the Whicham Beck and 7% from the tributary. The standard average annual rainfall for the catchment is 1,780mm. A by-wash channel allowed reservoir… ∞