CO 51 over HUNTER CREEK
Map
Coordinates:
+32.91593, -85.5307932°54'57" N, 85°31'51" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CO 51 over HUNTER CREEK |
| Structure number: | 016141 |
| Location: | 2.6 MI E CO LINE CHURCH |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 37.1 ft. [11.3 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 1994] |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 78.4 tons [71.3 metric tons] |
| Inventory rating: | 47.1 tons [42.8 metric tons] |
| Sufficiency rating: | 100.0 |
| Estimated cost of work: | $656,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 1994] |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 100.0 |