O.8-11.2 PED. BR. over COTTONWOOD RIVER
Map
Coordinates:
+38.33667, -96.5483338°20'12" N, 96°32'54" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | O.8-11.2 PED. BR. over COTTONWOOD RIVER |
| Structure number: | 000090903805242 |
| Location: | N. SIDE COTTONWOOD FALLS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 208.0 ft. [63.4 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
| Owner: | County Highway Agency [02] |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 1 [as of 2008] |
| 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] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $780,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 1 [as of 1998] |
| 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] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $607,000 |