SECTION LINE TRAIL over COULEE
Map
Coordinates:
+48.27134, -98.8543048°16'17" N, 98°51'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SECTION LINE TRAIL over COULEE |
Structure number: | 000000036116190 |
Location: | 1 EAST 1 SOUTH WEBSTER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 25.3 ft. [7.7 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1929 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1 [as of 2018] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 40.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $177,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Good | Fair | Serious | 1 | 40.0 |
November 2016 | Poor | Good | Fair | Serious | 1 | 40.0 |
October 2014 | Poor | Good | Fair | Serious | 1 | 40.0 |
September 2012 | Poor | Good | Fair | Poor | 1 | 47.2 |
October 2010 | Poor | Good | Fair | Poor | 1 | 47.2 |
August 2009 | Poor | Good | Fair | Poor | 1 | 47.2 |
January 2009 | Poor | Good | Fair | Poor | 1 | 47.2 |
August 2007 | Poor | Good | Fair | Poor | 1 | 47.2 |
October 2006 | Poor | Good | Fair | Poor | 1 | 47.2 |
December 2004 | Poor | Good | Fair | Poor | 1 | 47.2 |
December 2002 | Poor | Good | Fair | Poor | 1 | 47.2 |
August 2001 | Poor | Good | Fair | Poor | 1 | 47.1 |
April 1999 | Fair | Good | Fair | Fair | 1 | 59.1 |
December 1997 | Fair | Good | Fair | Fair | 1 | 59.1 |
May 1996 | Fair | Good | Fair | Fair | 1 | 59.2 |
April 1993 | Fair | Good | Fair | Fair | 1 | 59.2 |
February 1991 | Fair | Good | Fair | Fair | 1 | 59.2 |
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. | 299 | 0 | 299 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 0 | 0 | 0 | 100 |
Substructure |
Steel Column | each | 6 | 0 | 0 | 0 | 6 |
Steel Protective Coating | sq. ft. | 100 | 0 | 0 | 0 | 100 |
Timber Column | each | 4 | 4 | 0 | 0 | 0 |
Timber Abutment | linear ft. | 52 | 0 | 0 | 52 | 0 |
Steel Pier Cap | linear ft. | 59 | 0 | 59 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 0 | 0 | 0 | 100 |
Deck |
Timber Deck | sq. ft. | 635 | 635 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 49 | 49 | 0 | 0 | 0 |