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Create a 3 page essay paper that discusses Media Footbridge.Download file to see previous pages... The bridge is not only a footbridge but also a symbolic landmark anonymous to the Media City and Traf

Create a 3 page essay paper that discusses Media Footbridge.

Download file to see previous pages...

The bridge is not only a footbridge but also a symbolic landmark anonymous to the Media City and Trafford Wharl. This paper focuses on the environmental, ecological, geotechnical, and hydrological considerations that designer and constructors of the Media Foot Bridge Salford, Manchester had to have in mind when deciding on the construction technology to use. Development proposal endeavors to address the geotechnical restriction of the location, and allow pedestrians to access to the Media City Development, Imperial War Museum link to the present Lowry Bridge boosting access to the Manchester Ship Canal. The footbridge has a wharf at Manchester Ship Canal such that it can open or close when swung. Piers at every quayside offer access ramp to the bottom of the bridge. The most important part of the designing process was to decide how the bridge would open for transient vessels. The exact location of the site is Salford, within Manchester in an area currently under industrial use. The land encompasses the Manchester Ship Canal, Salford Quays within which a media City is being developed and Trafford Quay, which is currently under little significant utilization (Curran &amp. Thompson, 2010, p. 5-6). Designing of such a bridge was vital since a fixed bridge would meddle with the public right of navigating over port Manchester, which would require statutory authority. However, this opening bridge is appropriate since no controversies would arise and it construction only requires permission for planning. Peel Holdings, the client behind this project required the bridge to be greatly visible to act as a pointer to the region, maximise connectivity, as well as be distinctive, and thrilling (Bain Wright Partnership Limited, 2009, P. 16-19) The Manchester Ship Canal required the designers to consider the development potential of restraining docking of big vessels and the clearance amid the underside of bridge deck. The construction of the planned bridge does not necessitate evaluation by the Environmental Impact Assessment (EIA) as it does not fall under any of the two schedules of the EIA groupings. However, the planners had to confirm that the bridge passed test such as ability to cope with floods, was ecological friendly, and built in proper grounds. Archaeological Desk Study and Desk study of Water Quality Impacts were among the reports prepared to support the construction. Geotechnical results after location exploration showed the ground consist of Made Ground comprising of gravely clay and of about 1.0 and 5.0 drift deposits of organic sediment and thick gravels. The gravely clay encompasses of brick rubbles, concrete, ember, glass. Below the drift deposits was sandstone bedrock, approximately 13 meters under the ground level. The site also had evidence of other compound such as lead, and other hydrocarbons with similar chemical composition range of extractable petroleum. This called for proper care in order to reduce ground disturbance as well as appropriate disposal of both the ground and the canal silts. The bridge was designed in a manner to reduce its impact on existing structures such dock walls south of the site. Permo-Triassic Chester Pebble Beds Formation lying on Carboniferous Upper Coal characterizes the underlying ground. (Bain Wright Partnership Limited, 2009, P.

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