NFA A199 over BUFFALO COVE CREEK
Map
Coordinates:
+36.38500, -85.0094436°23'06" N, 85°00'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NFA A199 over BUFFALO COVE CREEK |
| Structure number: | 250A1990001 |
| Location: | 6MI WEST OF US 127 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 50.5 ft. [15.4 m] |
| Total length: | 101.4 ft. [30.9 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1950 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2010] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 28.7 tons [26.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 50.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $800,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 1997] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 28.7 tons [26.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 50.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $356,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 1981] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 48.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $155,000 |