MIDWAY RD E over PONDERA COULEE 003
Map
Coordinates:
+48.13295, -111.5667548°07'59" N, 111°34'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MIDWAY RD E over PONDERA COULEE 003 |
Structure number: | L37207015+03001 |
Location: | 16M NE BRADY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Good | Good | Satisfactory | 61 | 98.0 |
November 2016 | Fair | Good | Good | Satisfactory | 60 | 98.0 |
November 2014 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
November 2012 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
December 2010 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
November 2008 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
November 2006 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
November 2004 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
October 2002 | Fair | Good | Good | Satisfactory | 100 | 98.9 |
May 2001 | Good | Good | Good | Good | 100 | 98.9 |
May 1999 | Good | Good | Good | Good | 100 | 96.9 |
May 1996 | Good | Good | Good | Good | 100 | 96.9 |
February 1994 | Good | Good | Good | Good | 31 | 97.0 |
April 1992 | Good | Good | Good | Good | 31 | 96.0 |
January 1989 | Poor | Satisfactory | Serious | Serious | 31 | 39.9 |
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 |
Timber Girder/Beam | linear ft. | 797 | 345 | 418 | 34 | 0 |
Substructure |
Timber Column | each | 18 | 10 | 7 | 1 | 0 |
Timber Abutment | linear ft. | 69 | 65 | 4 | 0 | 0 |
Timber Pier Cap | linear ft. | 118 | 67 | 51 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,087 | 1,007 | 80 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,087 | 1,087 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 95 | 79 | 16 | 0 | 0 |
Steel Protective Coating | sq. ft. | 245 | 145 | 100 | 0 | 0 |