SB I-295 Exit Ramp over SOUTH CAPITOL ST S.E.
Map
Coordinates:
+38.85035, -77.0078438°51'01" N, 77°00'28" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SB I-295 Exit Ramp over SOUTH CAPITOL ST S.E. |
| Structure number: | 1015 |
| Location: | ANACOSTIA FRWY & S.CAP.ST |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 102.0 ft. [31.1 m] |
| Total length: | 107.9 ft. [32.9 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 66° |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| Year reconstructed: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,800 [as of 2007] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 69.9 tons [63.5 metric tons] |
| Inventory rating: | 41.9 tons [38.1 metric tons] |
| Sufficiency rating: | 94.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,150,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 1992] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 69.9 tons [63.5 metric tons] |
| Inventory rating: | 41.9 tons [38.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,150,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 1990] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,150,000 |