GEORGES CREEK ROAD over GEORGES RUN
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | GEORGES CREEK ROAD over GEORGES RUN |
| Structure number: | 200000BC6521010 |
| Location: | 1.3 MI E FALLS RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 41.0 ft. [12.5 m] |
| Total length: | 84.0 ft. [25.6 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 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] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans 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: | 155 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $906,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 125 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Sufficiency rating: | 72.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $30,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 125 [as of 1981] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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 not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Sufficiency rating: | 79.9 |