HEIGHTS RD over LAKE FRANCIS CANAL 071
Map
Coordinates:
+48.27173, -112.3479348°16'18" N, 112°20'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HEIGHTS RD over LAKE FRANCIS CANAL 071 |
Structure number: | L37034002+03001 |
Location: | 6M SW VALIER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans 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: | Fair [5 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 60.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Satisfactory | Fair | 100 | 60.3 |
November 2016 | Fair | Good | Satisfactory | Fair | 100 | 60.3 |
December 2014 | Fair | Good | Satisfactory | Fair | 100 | 61.3 |
December 2012 | Fair | Good | Satisfactory | Fair | 100 | 61.3 |
December 2010 | Fair | Good | Satisfactory | Fair | 100 | 61.3 |
December 2008 | Fair | Good | Satisfactory | Fair | 100 | 61.3 |
November 2006 | Fair | Good | Satisfactory | Fair | 100 | 61.3 |
November 2004 | Fair | Good | Satisfactory | Fair | 100 | 61.3 |
November 2002 | Poor | Good | Satisfactory | Poor | 100 | 47.2 |
April 2001 | Fair | Good | Satisfactory | Good | 100 | 71.3 |
May 1999 | Fair | Good | Fair | Good | 100 | 59.3 |
February 1997 | Fair | Good | Fair | Good | 100 | 59.3 |
August 1995 | Fair | Good | Fair | Good | 31 | 59.1 |
November 1992 | Fair | Good | Fair | Good | 31 | 60.5 |
February 1991 | Fair | Good | Satisfactory | Good | 31 | 70.5 |
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. | 623 | 470 | 130 | 23 | 0 |
Substructure |
Timber Abutment | linear ft. | 82 | 52 | 20 | 10 | 0 |
Timber Pile | each | 15 | 5 | 9 | 0 | 1 |
Timber Pier Cap | linear ft. | 82 | 40 | 36 | 6 | 0 |
Deck |
Timber Deck | sq. ft. | 1,163 | 1,069 | 94 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,163 | 1,065 | 98 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 95 | 0 | 95 | 0 | 0 |