RS 566 over REPUBLICAN RIVER
Map
Coordinates:
+39.59667, -97.5700039°35'48" N, 97°34'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RS 566 over REPUBLICAN RIVER |
| Structure number: | 000000000150375 |
| Location: | 1.7N 4.4E OF CONCORDIA |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 200.1 ft. [61.0 m] |
| Total length: | 461.0 ft. [140.5 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
| Vertical clearance above deck: | 19.0 ft. [5.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1893 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 126 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 69.3 tons [63.0 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $825,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 126 [as of 1995] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 69.9 tons [63.5 metric tons] |
| Inventory rating: | 43.9 tons [39.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $521,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 126 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $551,000 |