Uncredited photos on this page taken by: Nathan Holth. Unless stated in a caption, all photos are Copyright with All Rights Reserved. Learn about reuse of our photos.
Portal views facing west.
Portal views on bridge facing east.
Portal views on bridge facing west.
Views of eastern span truss web.
Views of western span truss web.
Oblique view from northeast quadrant.
Views beside bridge from northwest quadrant.
South elevation.
South elevation of eastern span.
South elevation of western span.
Portal views facing east.
Looking up at bridge.
Remains of builder plaque.
Dedication plaque.
Top chord connections as viewed from beside bridge.
Top chord connections as viewed from on bridge.
Bottom chord connections as viewed from beside bridge.
Bottom chord connections as viewed from on bridge.
Floor beams. To the left of the truss u-bolts under the stringers are u-shaped rods. Could these be for planned neglect, designed to "catch" the floorbeams when the original hangers fail causing the floorbeams to drop?
Broken u-bolt hanger on truss. If this truss was load-bearing it would have been closed long before this occured. However with the stringers bearing load, there is no requirement to close the bridge nor much of an incentive beyond preservation to fix this.
Vertical members using channel.
Western span vertical members that are composed of angles instead of channel.
Hip vertical alterations.
Struts.
Bearings.
Turnbuckle on diagonal member.
Pier.
Abutments.
Deck and drain.
Scenery at bridge.
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