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Highlights
As seen from the Aquarium
East Bay on ramp
The Last Shark Fin
Closing the main span gap
Paving the bridge
The last stay cable
Opening Events
Engineering Challenges
Stories of Bridge Folks
Erecting Steel
Building Bridge Blog

November 6, 2004:
A view from afar of the west approach - west platform link. It appears that both cable bundles have been pulled. The slack in the south cable sheath indicates that the cables are not a full tension. A more detailed description with photos are available on the Approach page and the Closing the west gap page

Main Span

West Pylon

East Pylon

Nov 6, 2004:

Continued work to connect the west approach with the west deck (see West Gap). There are two dimensions of adjustment required to close the gap between the approach and main bridge platform. The support cables can be tensioned to raise the bridge while hydraulic pumps can be used to laterally move the bridge platform. The slight bowing in the south (13th) cable sheath indicates that the they have not reached their final tension and are being slowly adjusted in order to achieve the correct alignment of the approach and platform edge girders. From this distant vantage point, the beams appear virtually aligned and perhaps the splice plates have been pinned into place with several drift pins? (click the close-up below left). It appears that the work platform has been positioned under the junction of the approach and platform beams.

West Approach

East Approach

West Approach: Note edge girder on the near side
East Approach:

A close view of splicing the platform edge girder with the approach edge girder. You can see the splice plate that will join the platform and approach edge girders pinned in place, but unbolted. There is less than 1 inch of vertical misalignment and about 1 - 2 inches of horizontal misalignment See west gap page

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Attribution: C. Frank Starmer from http://ravenelbridge.net

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