FORT DUQ BR SB over FT DUQ BRDG NB, ALLEGH R
Map
Coordinates:
+40.44500, -80.0100040°26'42" N, 80°00'36" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | FORT DUQ BR SB over FT DUQ BRDG NB, ALLEGH R |
| Structure number: | 020279006504520 |
| Location: | I-279 SB FT DUQ. BR |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 422.9 ft. [128.9 m] |
| Total length: | 921.0 ft. [280.7 m] |
| Roadway width between curbs: | 53.5 ft. [16.3 m] |
| Deck width edge-to-edge: | 61.4 ft. [18.7 m] |
| Vertical clearance below bridge: | 1624.1 ft. [495.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Arch - Thru [12] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,573 [as of 2010] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 86.8 tons [78.9 metric tons] |
| Inventory rating: | 51.9 tons [47.2 metric tons] |
| Sufficiency rating: | 60.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,000 |