COUNTY HIGHWAY over STREAM
Map
Coordinates:
+41.82952, -97.0776441°49'46" N, 97°04'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY HIGHWAY over STREAM |
| Structure number: | C008413107 |
| Location: | .7W 12.2S OF PILGER |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Wood or timber [7] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2003] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Serious [3 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 14.9 tons [13.5 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 26.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $79,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 1997] |
| Deck condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 13.9 tons [12.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 29.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $58,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 1990] |
| Deck condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 16.5 tons [15.0 metric tons] |
| Inventory rating: | 7.5 tons [6.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 26.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $56,000 |