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BIASR CO. HIWAY over BATTLE CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BIASR CO. HIWAY over BATTLE CREEK |
| Structure number: | 000000043164140 |
| Location: | 9 NORTH OF FORT YATES |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 39.0 ft. [11.9 m] |
| Total length: | 42.0 ft. [12.8 m] |
| Roadway width between curbs: | 24.6 ft. [7.5 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Owner: | Bureau of Indian Affairs [62] |
| Year built: | 1965 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 1997
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 1997] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 61.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $42,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 1997 | Fair | Good | Good | Fair | 5 | 61.5 |
| December 1994 | Fair | Good | Good | Fair | 5 | 61.5 |
| December 1992 | Fair | Good | Good | Fair | 5 | 61.5 |
| January 1991 | Fair | Good | Good | Fair | 5 | 61.5 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1632607
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1632607