COUNTY HIGHWAY over WILD RICE RIVER
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY HIGHWAY over WILD RICE RIVER |
| Structure number: | 000000039127310 |
| Location: | 3 EAST 2 NORTH GREAT BEND |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Roadway width between curbs: | 17.4 ft. [5.3 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1923 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2008] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 6.9 tons [6.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $209,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 1998] |
| Deck condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 11.9 tons [10.8 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $209,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 1990] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 11.9 tons [10.8 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $105,000 |