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Post-rehab elevation.
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Portal views.
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East elevation from east of the bridge on the south bank.
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Truss web.
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Views beside bridge.
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Elevation.
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East elevation from east of the bridge on the south bank.
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View of Whipple truss web.
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Portal views.
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Top chord connections.
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Bottom chord connections.
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Replication knee brace details.
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Various details taken during repairs.
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Repairs included replacing some of the deck stringers which exhibited excessive section loss. New beams are painted grey above.
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New riverwalk near bridge.
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1963 date in abutment.
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These old road signs had been used to patch the old deck.
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Side view of bridge.
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Zoom on the trusses.
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Portal views looking north.
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Zoomed oblique view.
Post-rehab elevation.
Portal views.
East elevation from east of the bridge on the south bank.
Views beside bridge.
Truss web.
Replication knee brace details.
Top chord connections.
Various details taken during repairs.
Repairs included replacing some of the deck stringers which exhibited excessive section loss. New beams are painted grey above.
Bottom chord connections.
These old road signs had been used to patch the old deck.
1963 date in abutment.
New riverwalk near bridge.
This appears to be the sign that would have been in place when the bridge was closed. It restricts all trucks from using the bridge.
This is the back side of that sign, so I would assume this side is older. This side shows the bridge having a weight limit of 15 tons.
There are numbers and arrows on this thing, which hold the diagonal in place as it passes by the vertical. Perhaps they were a key to some instructions on how to assemble the bridge?
Another number, looks like 28, was on this.
Note the unusual termination of the top chord with the end post.
Lattice guardrails remain on the abutments.
