SPOOKS HILL ROAD over COOPERS RUN
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SPOOKS HILL ROAD over COOPERS RUN |
| Structure number: | 200000BC6523010 |
| Location: | 0.8 MI E BECKLEYSVILLE RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1933 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 95 [as of 2007] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 52.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $200,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [as of 1994] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Sufficiency rating: | 87.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $24,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [as of 1981] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 70.0 |