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.
![]()
![]()
| Back |
| Home |
| Top |
![]()



















































































