COUNTY HIGHWAY over EDMORE COULEE
Map
Coordinates:
+48.35194, -98.6385948°21'07" N, 98°38'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over EDMORE COULEE |
Structure number: | 000000036126140 |
Location: | 9 WEST 4 SOUTH EDMORE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 5 [as of 2018] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 52.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $198,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Fair | Fair | Poor | 5 | 52.4 |
November 2016 | Poor | Fair | Fair | Poor | 5 | 52.4 |
October 2014 | Poor | Fair | Fair | Poor | 5 | 31.7 |
August 2012 | Poor | Fair | Fair | Poor | 5 | 31.7 |
October 2010 | Poor | Fair | Fair | Poor | 5 | 31.7 |
August 2009 | Poor | Fair | Fair | Poor | 5 | 31.7 |
December 2008 | Poor | Fair | Fair | Poor | 5 | 31.7 |
August 2007 | Poor | Fair | Fair | Poor | 5 | 31.7 |
October 2006 | Poor | Fair | Fair | Poor | 5 | 31.7 |
December 2004 | Poor | Fair | Fair | Poor | 5 | 31.7 |
December 2002 | Poor | Fair | Fair | Poor | 5 | 31.7 |
August 2001 | Poor | Fair | Fair | Poor | 5 | 31.6 |
December 1998 | Poor | Fair | Fair | Poor | 5 | 31.6 |
December 1997 | Poor | Fair | Fair | Poor | 5 | 30.6 |
May 1996 | Poor | Fair | Fair | Poor | 5 | 30.6 |
April 1993 | Poor | Fair | Fair | Poor | 5 | 30.6 |
December 1990 | Poor | Fair | Fair | Poor | 5 | 30.6 |
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. | 262 | 0 | 262 | 0 | 0 |
Steel Protective Coating | sq. ft. | 100 | 0 | 0 | 0 | 100 |
Deck |
Reinforced Concrete Deck | sq. ft. | 538 | 511 | 27 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 36 | 0 | 0 | 36 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 59 | 59 | 0 | 0 | 0 |