MIDWAY RD E over PONDERA COULEE 004
Map
Coordinates:
+48.13245, -111.4888948°07'57" N, 111°29'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MIDWAY RD E over PONDERA COULEE 004 |
Structure number: | L37207018+08001 |
Location: | 23M NE BRADY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 48.9 ft. [14.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
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: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 61 [as of 2016] |
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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 61 | 98.0 |
November 2016 | Good | Good | Good | Good | 60 | 98.0 |
November 2014 | Good | Good | Good | Good | 100 | 99.9 |
November 2012 | Good | Good | Good | Good | 100 | 99.9 |
December 2010 | Good | Good | Good | Good | 100 | 99.9 |
November 2008 | Good | Good | Good | Good | 100 | 98.9 |
November 2006 | Good | Good | Good | Good | 100 | 98.9 |
November 2004 | Good | Good | Good | Good | 100 | 97.9 |
October 2002 | Good | Good | Good | Good | 100 | 97.9 |
June 2001 | Good | Good | Good | Good | 100 | 97.9 |
May 1999 | Good | Good | Good | Good | 100 | 96.9 |
April 1997 | Good | Good | Good | Good | 100 | 96.9 |
December 1994 | Good | Good | Good | Very Good | 31 | 97.0 |
February 1993 | Good | Very Good | Very Good | Very Good | 31 | 97.0 |
February 1991 | Good | Very Good | Very Good | Very Good | 31 | 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 |
Steel Girder/Beam | linear ft. | 295 | 275 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,000 | 1,400 | 1,500 | 50 | 50 |
Substructure |
Steel Column | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 810 | 450 | 200 | 80 | 80 |
Steel Abutment | linear ft. | 121 | 50 | 71 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,282 | 822 | 200 | 104 | 156 |
Steel Pier Cap | linear ft. | 52 | 0 | 52 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 110 | 100 | 25 | 25 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,292 | 1,188 | 104 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,292 | 1,292 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,292 | 1,138 | 50 | 104 | 0 |
Bearings |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 6 | 3 | 2 | 1 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 98 | 50 | 36 | 12 | 0 |
Steel Protective Coating | sq. ft. | 253 | 145 | 100 | 2 | 6 |