WATERVIEW AVENUE over MD 295, B/W PARKWAY
Map
Coordinates:
+39.26167, -76.6366739°15'42" N, 76°38'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WATERVIEW AVENUE over MD 295, B/W PARKWAY |
| Structure number: | 200000BC5402010 |
| Location: | 0.6 MI S OF I-95 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 68.9 ft. [21.0 m] |
| Total length: | 128.9 ft. [39.3 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
| Vertical clearance below bridge: | 19.4 ft. [5.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1950 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,170 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 63.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $179,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,650 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $76,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,650 [as of 1988] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 61.8 |