LOCAL over BEAVER CREEK
Map
Coordinates:
+42.11111, -94.1666742°06'40" N, 94°10'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL over BEAVER CREEK |
| Structure number: | 000000000078040 |
| Location: | 0842827 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 33.1 ft. [10.1 m] |
| Total length: | 33.1 ft. [10.1 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1920 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35 [as of 2003] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 20.0 tons [18.2 metric tons] |
| Sufficiency rating: | 62.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $297,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 1995] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 26.7 tons [24.3 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 54.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $80,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 1986] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 26.7 tons [24.3 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 65.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $80,000 |