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.
Plaque at southeast corner.
Identical plaque at northwest corner.
Posted weight limit at time of demolition.
Carnegie brand.
Views under bridge, northern most span.
Stringer details, northernmost span.
Views under bridge, southernmost span.
Stringer details, southernmost span.
Abutment, showing leading railing panel which was attached to the abutment.
North abutment details. Settling and shifting of the abutment is clearly evident.
South abutment details. Settling and shifting of the abutment is clearly evident.
Additional abutment details.
Damage to east face of piers, apparently from flooding.
Grass growing out of joint.
Pier detail.
This isolated, possibly impact-caused damage was the worst section of railing.
Typical minor railing deterioration, present on between 35-50 percent of the railing panels.
Overviews of some of the sections of railing in good condition.
Views beside railing panels.
Railing detail at joint.
Deck detail.
Drainage on deck. Note that the drains were not fully maintained and were partly clogged.
Core sample locations on deck.
Gap between bridge and approaching roadway.
Joint on deck.
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