COUNTY HIGHWAY over COULEE
Map
Coordinates:
+48.28249, -98.9193548°16'57" N, 98°55'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over COULEE |
Structure number: | 000000036113180 |
Location: | 2 WEST WEBSTER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 5° |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2018] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | - | Very Good | Satisfactory | 20 | 98.0 |
November 2016 | Fair | - | Very Good | Satisfactory | 20 | 98.0 |
October 2014 | Good | - | Very Good | Very Good | 20 | 98.0 |
September 2012 | Good | - | Very Good | Very Good | 20 | 98.0 |
October 2010 | Good | - | Very Good | Very Good | 20 | 100.0 |
January 2009 | Good | - | Very Good | Very Good | 20 | 100.0 |
October 2006 | Good | - | Very Good | Very Good | 20 | 100.0 |
November 2004 | Good | - | Very Good | Very Good | 20 | 100.0 |
December 2002 | Good | - | Very Good | Very Good | 20 | 100.0 |
February 2001 | Good | - | Very Good | Very Good | 20 | 100.0 |
January 1999 | Good | - | Very Good | Very Good | 20 | 100.0 |
December 1997 | Good | - | Very Good | Very Good | 20 | 100.0 |
November 1995 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
January 1993 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
January 1991 | Good | Very Good | Very Good | Very Good | 20 | 97.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 600 | 600 | 0 | 0 | 0 |
Substructure |
Timber Column | each | 22 | 20 | 2 | 0 | 0 |
Timber Abutment | linear ft. | 59 | 59 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 125 | 125 | 0 | 0 | 0 |