E LAKE RD over PONDERA COULEE 029
Map
Coordinates:
+48.14430, -112.2642648°08'39" N, 112°15'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E LAKE RD over PONDERA COULEE 029 |
Structure number: | L37304003+00001 |
Location: | 15M W CONRAD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 72.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Satisfactory | Satisfactory | 100 | 72.1 |
November 2016 | Fair | Good | Satisfactory | Satisfactory | 100 | 72.1 |
November 2014 | Fair | Good | Satisfactory | Satisfactory | 100 | 73.1 |
November 2012 | Fair | Good | Satisfactory | Satisfactory | 100 | 73.1 |
December 2010 | Fair | Good | Satisfactory | Satisfactory | 100 | 73.1 |
December 2008 | Fair | Good | Satisfactory | Satisfactory | 100 | 73.1 |
November 2006 | Good | Good | Good | Good | 100 | 73.1 |
November 2004 | Good | Good | Good | Good | 100 | 73.1 |
November 2002 | Good | Good | Good | Good | 100 | 73.1 |
May 2001 | Good | Good | Good | Good | 100 | 73.1 |
May 1999 | Good | Good | Good | Good | 100 | 71.1 |
April 1997 | Good | Good | Good | Good | 100 | 71.1 |
July 1995 | Good | Good | Good | Good | 96 | 70.9 |
February 1993 | Good | Good | Good | Good | 96 | 72.8 |
February 1991 | Good | Good | Good | Good | 96 | 72.8 |
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. | 325 | 207 | 108 | 10 | 0 |
Substructure |
Timber Abutment | linear ft. | 89 | 75 | 10 | 4 | 0 |
Timber Pile | each | 10 | 8 | 2 | 0 | 0 |
Timber Pier Cap | linear ft. | 49 | 46 | 3 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 603 | 553 | 50 | 0 | 0 |
Wearing Surfaces | sq. ft. | 603 | 603 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 49 | 0 | 49 | 0 | 0 |