HAWKEYE RD over PONDERA COULEE 047
Map
Coordinates:
+48.13836, -112.1777948°08'18" N, 112°10'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAWKEYE RD over PONDERA COULEE 047 |
Structure number: | L37331001+05001 |
Location: | 10M SW CONRAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2002] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 64.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Satisfactory | 100 | 64.2 |
November 2016 | Fair | Satisfactory | Good | Satisfactory | 100 | 64.2 |
December 2014 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
December 2012 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
December 2010 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
December 2008 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
November 2006 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
November 2004 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
November 2002 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
May 2001 | Fair | Satisfactory | Good | Satisfactory | 100 | 65.2 |
May 1999 | Poor | Satisfactory | Good | Serious | 100 | 39.7 |
April 1997 | Fair | Good | Good | Fair | 100 | 53.2 |
July 1995 | Fair | Good | Good | Fair | 31 | 53.3 |
February 1993 | Fair | Good | Good | Fair | 31 | 55.4 |
February 1991 | Fair | Good | Good | Fair | 31 | 55.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 299 | 239 | 60 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 82 | 45 | 8 | 29 | 0 |
Timber Pile | each | 10 | 2 | 4 | 4 | 0 |
Timber Pier Cap | linear ft. | 46 | 36 | 10 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 549 | 514 | 35 | 0 | 0 |
Wearing Surfaces | sq. ft. | 549 | 549 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 49 | 33 | 16 | 0 | 0 |