Manayunk Bridge Truss, 1845
Manayunk Bridge Truss, 1845
- Description
- This span that once crossed Manayunk Creek in Pennsylvania is from the first iron truss bridge built in the United States. Richard Osbourne, the British-born chief engineer for the Philadelphia & Reading Railroad, designed this bridge in the 1840s, based on a cross-hatch wood truss pattern developed by the American engineer William Howe.
- P&R shops crafted this span from cast and wrought iron, assembling it without bolts or screws, much like the timber joinery found in all-wood bridges of the era.
- The railroad used the new, stronger iron bridges to speed coal trains from Schuykill Valley to Philadelphia coal yards, bypassing the less efficient canal system.
- The Smithsonian collected this span in 1942, days before it was scheduled to be melted down as wartime scrap iron.
- Location
- Currently not on view
- Object Name
- Bridge Truss
- Date made
- 1844-1845
- maker
- Reading Company
- Measurements
- overall: 3 1/2 ft x 42 ft x 12 ft; 1.0668 m x 12.8016 m x 3.6576 m
- ID Number
- MC.312552.01
- catalog number
- 312552.01
- accession number
- 164162
- Credit Line
- Reading Company through Mr. I.L. Gordon
- See more items in
- Work and Industry: Mechanical and Civil Engineering
- Engineering, Building, and Architecture
- Industry & Manufacturing
- Transportation
- Data Source
- National Museum of American History
Our collection database is a work in progress. We may update this record based on further research and review. Learn more about our approach to sharing our collection online.
If you would like to know how you can use content on this page, see the Smithsonian's Terms of Use. If you need to request an image for publication or other use, please visit Rights and Reproductions.
Note: Comment submission is temporarily unavailable while we make improvements to the site. We apologize for the interruption. If you have a question relating to the museum's collections, please first check our Collections FAQ. If you require a personal response, please use our Contact page.