TOWNSHIP ROAD over E BR VERDIGRIS CREEK
Map
Coordinates:
+42.40806, -98.1258942°24'29" N, 98°07'33" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TOWNSHIP ROAD over E BR VERDIGRIS CREEK |
| Structure number: | C000221945 |
| Location: | 5N OF ROYAL |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 50.9 ft. [15.5 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Year reconstructed: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 2003] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Sufficiency rating: | 43.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $168,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 1997] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Sufficiency rating: | 43.6 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 1990] |
| 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 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: | 26.0 tons [23.6 metric tons] |
| Inventory rating: | 12.4 tons [11.3 metric tons] |
| Sufficiency rating: | 50.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $110,000 |