FM over LITTLE BEAVER CREEK
Map
Coordinates:
+42.45000, -94.0138942°27'00" N, 94°00'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FM over LITTLE BEAVER CREEK |
| Structure number: | 000000000077170 |
| Location: | 0822733 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 61.0 ft. [18.6 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
| Owner: | County Highway Agency [02] |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 40 [as of 2007] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $495,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 45 [as of 1995] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 48.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $186,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 45 [as of 1990] |
| Truck traffic: | 2% of total traffic |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 53.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $186,000 |