A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The purpose of this project was the rehabilitation of the Corbin Bridge in Huntingdon County, Pennsylvania. The project consisted of replacing the deck with the Reynolds Orthotropic Bridge Deck System. The rehabilitation of the bridge increased the posted load rating from 7 tons to 24 tons by replacing the steel deck with an aluminum deck while strengthening parts of the existing steel members. Satisfactory performance required that the deflections be within design limits and no visual distress present. The following report is a combination Construction and Final Performance Report for evaluation of the structure rehabilitated in 1996.
The purpose of this project was the rehabilitation of the Corbin Bridge in Huntingdon County, Pennsylvania. The project consisted of replacing the deck with the Reynolds Orthotropic Bridge Deck System. The rehabilitation of the bridge increased the posted load rating from 7 tons to 24 tons by replacing the steel deck with an aluminum deck while strengthening parts of the existing steel members. Satisfactory performance required that the deflections be within design limits and no visual distress present. The following report is a combination Construction and Final Performance Report for evaluation of the structure rehabilitated in 1996.
Evaluation of the Reynolds Aluminum Orthotropic Bridge Deck System, Corbin Bridge Application
2000
50 pages
Report
No indication
English
Aluminum orthotropic bridge deck
| Engineering Index Backfile | 1967
Field tests of aluminum orthotropic bridge deck
| Engineering Index Backfile | 1968
Manufacturing method of orthotropic steel bridge deck slab and orthotropic steel bridge deck slab
| European Patent Office | 2024