717 RD-646 / 647 A over SARDINE BRANCH
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.21766, -95.6917840°13'04" N, 95°41'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 717 RD-646 / 647 A over SARDINE BRANCH |
Structure number: | C007420825 |
Location: | 1S SHUBERT (717-646/647) |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
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] |
Latest Available Inspection: December 2008
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 5 [as of 2003] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 22.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $328,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2008 | Poor | Fair | Poor | Critical | 5 | 22.0 |
December 1999 | Poor | Fair | Poor | Poor | 5 | 22.0 |
December 1991 | Poor | Fair | Poor | Poor | 5 | 20.0 |