COUNTY HIGHWAY over TRIB TO ELKHORN RIV
Map
Coordinates:
+42.00385, -97.3336242°00'14" N, 97°20'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY HIGHWAY over TRIB TO ELKHORN RIV |
| Structure number: | C008401405 |
| Location: | 5.1W 4N OF STANTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 2007 |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 2003] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No deficiencies [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Sufficiency rating: | 88.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $113,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 30 [as of 1997] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 57.2 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 30 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 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] |
| Operating rating: | 45.0 tons [40.9 metric tons] |
| Inventory rating: | 22.3 tons [20.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $83,000 |