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Southeast elevation.
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Portal views facing southwest.
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Elevation from railroad bridge.
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Two spans meet, as viewed from railroad bridge.
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Looking south, towards the falling span. This is being caused by a concrete support, which is tipping over.
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Portal view of north span.
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View on bridge.
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A network of trusses.
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Winter 2006 portal views.
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Views of plaque.
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Portal view showing the twisting of the superstructure, which is being caused by concrete supports slowly tipping over below.
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This is the culprit, one of the concrete supports is tipping over at one end.
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Top chord connections as viewed from beside bridge.
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Top chord connections as viewed from on bridge.
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Bottom chord connections as viewed from on bridge.
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Bottom chord connections as viewed from beside bridge.
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Turnbuckle.
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Replaced turnbuckle.
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Portal view of north span.
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Portal views facing southwest.
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Various portal views.
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Looking south, towards the falling span. This is being caused by a concrete support, which is tipping over.
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Various views on the bridge.
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Views of sway bracing.
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Views of top chord and end posts.
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View of the truss.
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Views under deck.
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View beside bridge.
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View of pier.
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Inspection note.
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Elevation from railroad bridge.
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Winter 2006 portal views.
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Southeast elevation.
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