TAUCK RD over BOX ELDER CREEK 023
Map
Coordinates:
+45.39464, -104.6134445°23'41" N, 104°36'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TAUCK RD over BOX ELDER CREEK 023 |
Structure number: | L06040000+09001 |
Location: | 21M NE HAMMOND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 73.5 ft. [22.4 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 100 | 96.6 |
August 2015 | Good | Good | Good | Good | 100 | 96.6 |
August 2013 | Good | Good | Good | Good | 100 | 96.6 |
September 2011 | Fair | Good | Fair | Fair | 100 | 26.3 |
September 2009 | Fair | Satisfactory | Fair | Fair | 100 | 27.3 |
September 2007 | Poor | Poor | Fair | Poor | 100 | 25.9 |
October 2005 | Poor | Poor | Fair | Serious | 100 | 22.1 |
February 2004 | Poor | Poor | Fair | Serious | 100 | 22.1 |
November 2001 | Poor | Poor | Fair | Poor | 100 | 25.9 |
November 1999 | Poor | Poor | Fair | Poor | 100 | 25.9 |
February 1998 | Fair | Fair | Fair | Fair | 100 | 43.3 |
November 1995 | Fair | Fair | Fair | Satisfactory | 31 | 43.3 |
May 1994 | Fair | Satisfactory | Satisfactory | Very Good | 31 | 51.3 |
February 1992 | Fair | Satisfactory | Satisfactory | Very Good | 31 | 56.5 |
February 1990 | Poor | Satisfactory | Satisfactory | Poor | 31 | 32.4 |
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 |
Steel Girder/Beam | linear ft. | 751 | 0 | 751 | 0 | 0 |
Substructure |
Steel Column | each | 9 | 0 | 9 | 0 | 0 |
Steel Abutment | linear ft. | 105 | 105 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 735 | 735 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 49 | 0 | 49 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,884 | 1,884 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,884 | 1,884 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,884 | 1,884 | 0 | 0 | 0 |