HANOVER STREET over PATAPSCO RIVER
Map
Coordinates:
+39.24673, -76.6110539°14'48" N, 76°36'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HANOVER STREET over PATAPSCO RIVER |
| Structure number: | 200000BC5211010 |
| Location: | 1.3 MI S OF IS 95 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 666.0 ft. [203.0 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1973 |
| 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: | 11 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 23,600 [as of 2007] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $107,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,704 [as of 1994] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $49,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,704 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Sufficiency rating: | 78.1 |