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- W567248935 abstract "The paper deals with some of the design aspects of a new road bridge currently under construction near Vancouver, British Columbia. The 335.3 M (1100 ft) long two lane bridge carries west-bound traffic over the Pitt river and contains several unusual features such as a swing span, long friction piles, and provision for adjustment of pier settlements. Because of the depth of water in the river and extreme depth of sediment below the river invert, the bridge was founded on steel pipe piles up to 64.6 M (212 ft) long that were protected both by a polyethylene coating and an active cathodic protection system. The piles were driven open ended to minimize disturbance. The fixed portion of the bridge superstructure is of concrete and utilizes a semi-lightweight concrete deck placed on precast prestressed semi-lightweight concrete panels supported on precast prestressed I girders. Control of the bridge and of the adjacent existing swing span is exercised from a control tower constructed midway between the two bridges. Provision is made for electrical control of both bridges from this tower using remote TV cameras to monitor the bridge traffic. (TRRL)" @default.
- W567248935 created "2016-06-24" @default.
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- W567248935 date "1980-01-01" @default.
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- W567248935 title "DESIGN ASPECTS OF THE PITT RIVER SWING BRIDGE" @default.
- W567248935 hasPublicationYear "1980" @default.
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