COUNTY HIGHWAY over EDMORE COULEE
Map
Coordinates:
+48.32722, -98.6809648°19'38" N, 98°40'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over EDMORE COULEE |
Structure number: | 000000036124150 |
Location: | 3 NORTH 9 EAST WEBSTER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans 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: | 5 [as of 2018] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 37.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $239,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
November 2016 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
October 2014 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
September 2012 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
October 2010 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
August 2009 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
December 2008 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
October 2007 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
October 2006 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
December 2004 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
December 2002 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
August 2001 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
April 1999 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
December 1997 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
May 1996 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
April 1993 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
December 1990 | Poor | Satisfactory | Poor | Serious | 5 | 37.0 |
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. | 413 | 0 | 413 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 0 | 0 | 0 | 100 |
Timber Girder/Beam | linear ft. | 92 | 92 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 23 | 0 | 0 | 0 | 23 |
Reinforced Concrete Abutment | linear ft. | 49 | 0 | 0 | 0 | 49 |
Deck |
Timber Deck | sq. ft. | 1,163 | 1,163 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 95 | 0 | 72 | 0 | 23 |