RIDGE RD(19.0-S.0) over ROBIDOUX CREEK
Map
Coordinates:
+39.74994, -96.4544639°44'60" N, 96°27'16" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RIDGE RD(19.0-S.0) over ROBIDOUX CREEK |
| Structure number: | 000580915003360 |
| Location: | 2.0S 2.0E OF WINIFRED |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 140.1 ft. [42.7 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: | 1910 |
| 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: | Other [9] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 10 [as of 2007] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 24.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $410,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 10 [as of 1996] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 24.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $262,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 1977] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 3.0 tons [2.7 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 28.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $262,000 |