



![]()
|
|
|
| Key Facts |
| Bridge Name | Facility Carried / Feature Intersected | Location | Structure Type | Construction Date and Builder/Engineer | |
|---|---|---|---|---|---|
| ! |
Kelley Bridge
Curt Wright Road Bridge, County Bridge Number 16 | Curt Wright Road (TR-330) Over Towanda Creek | Rural: Bradford County, Pennsylvania | Metal 8 Panel Pin-Connected Pratt Through Truss, Fixed | 1892 By Builder/Contractor: Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents |
| Technical Facts |
| Rehabilitation Date | Main Span Length | Structure Length | Roadway Width | Main Spans | NBI Number |
| 1962 | 118 Feet (36 Meters) | 123 Feet (37.5 Meters) | 12.5 Feet (3.8 Meters) | 1 | 87212033000160 |

This bridge appears to be a very complete and excellent example of the distinctive style truss bridge that the Pittsburgh Bridge Company and its agents, Nelson and Buchannan built throughout Pennsylvania in the 1890s. The company marketed these bridges which featured unusual floor beam connection detail at the lower ends of the verticals. They also all had the same style lattice portal bracing, as well as the style of lateral bracing connection on the sway bracing. Another detail to look for with their bridges is the tiny metal clip folded over the top of the end post and top chord.
Among the examples of this bridge builder's work that survive, this appears to be one of the most complete examples, and is also one of the few in this particular region of the state.
This bridge is also situated in a rather scenic setting, with an impressive ridge present south of the bridge, making for some excellent photos.
Information and Findings From Pennsylvania's Historic Bridge InventoryDiscussion of Bridge The one span, 123'-long, pin connected Pratt thru truss bridge dated to 1892 is supported on a stone and a concrete abutment. The truss members are traditionally composed, but the floorbeams are framed into the lower ends of the verticals rather than suspended from the lower panel point pins. The eye bar lower chords are pin connected and connected to the verticals by pin plates. With the exception of the 1962 redoing for the stringers and deck, the bridge is complete, and it ranks as one of the good early examples of the important bridge type in the region. The bridge is historically and technologically significant. Discussion of Surrounding Area The single lane bridge carries an unimproved township road over a stream in an area of farms. There are fields in the flood plain on the south side of the bridge. Bridge Considered Historic By Survey: Yes Information From Skelly and Loy Demolition Mitigation WebsiteThe Kelley Bridge also known as County Bridge Number 16 is dated to 1892 and is one span. Prefabricated by the Pittsburgh Bridge Company and erected by Nelson and Buchanan, this pin connected Pratt thru truss bridge is 123' long and supported on one stone and one concrete abutment. The floorbeams are framed into the lower ends of the verticals and the truss members are conventionally constructed. The lower chords are eye bars and are pin connected to the verticals by pin plates. This bridge has been determined eligible for listing in the National Register of Historic Places. |
![]()
Click on a thumbnail or gallery name below to visit that particular photo gallery. If videos are available, click on a video name to view and/or download that particular video.
|
Bridge Photo-Documentation
|
A collection of overview and detail photos. This photo gallery contains a combination of Original / Full Sized photos and Mobile/Smartphone Optimized (Reduced Size) photos. Alternatively, view this photo gallery using a popup slideshow viewer by clicking the link below.
Browse Gallery With Popup Viewer |

© Copyright 2003-2013, HistoricBridges.org. All Rights Reserved. Disclaimer: HistoricBridges.org is a volunteer group of private citizens. HistoricBridges.org is NOT a government agency, does not represent or work with any governmental agencies, nor is it in any way associated with any government agency or any non-profit organization. While we strive for accuracy in our factual content, HistoricBridges.org offers no guarantee of accuracy. Information is provided "as is" without warranty of any kind, either expressed or implied. Information could include technical inaccuracies or errors of omission. Opinions and commentary are the opinions of the respective HistoricBridges.org member who made them and do not necessarily represent the views of anyone else, including any outside photographers whose images may appear on the page in which the commentary appears. HistoricBridges.org does not bear any responsibility for any consequences resulting from the use of this or any other HistoricBridges.org information. Owners of bridges have the responsibility of correctly following all applicable laws, rules, and regulations, regardless of any HistoricBridges.org information.