JAGUAR ST over E FK CHARITON RVR
Map
Coordinates:
+39.71485, -92.4974839°42'53" N, 92°29'51" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | JAGUAR ST over E FK CHARITON RVR |
| Structure number: | 24937 |
| Old structure number: | 582AR10 061 (from 1992 edition) |
| Location: | S 29 T 57 N R 14 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 98.1 ft. [29.9 m] |
| Roadway width between curbs: | 16.4 ft. [5.0 m] |
| Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1960 |
| Year reconstructed: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 5 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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 assessed or calculated scour condition. [5] |
| Inventory rating: | 89.1 tons [81.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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 assessed or calculated scour condition. [5] |
| Inventory rating: | 89.1 tons [81.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.7 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35 [as of 1990] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Inventory rating: | 89.1 tons [81.0 metric tons] |
| Sufficiency rating: | 81.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $264,000 |