LOCAL 24.9-D.0 over LITTLE OSAGE RIVER
Map
Coordinates:
+37.98982, -94.6268037°59'23" N, 94°37'36" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL 24.9-D.0 over LITTLE OSAGE RIVER |
| Structure number: | 000061115005760 |
| Location: | 5.0E 1.0S OF FULTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 174.9 ft. [53.3 m] |
| Total length: | 175.9 ft. [53.6 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1902 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Other [9] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 30 [as of 2006] |
| Substructure condition: | Imminent Failure [1 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 16.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $278,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 30 [as of 1995] |
| Substructure condition: | Imminent Failure [1 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 16.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $278,000 |