VALIER DUPUYER RD over VALIER CANAL 035
Map
Coordinates:
+48.24918, -112.4162848°14'57" N, 112°24'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VALIER DUPUYER RD over VALIER CANAL 035 |
Structure number: | L37004004+07001 |
Location: | 5M NW DUPUYER |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Year reconstructed: | 1981 |
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: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 204 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 72.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 204 | 72.6 |
November 2016 | Good | Good | Good | Good | 210 | 72.6 |
November 2014 | Good | Good | Good | Good | 100 | 73.9 |
November 2012 | Good | Good | Good | Good | 100 | 73.9 |
December 2010 | Good | Good | Good | Good | 100 | 73.9 |
December 2008 | Good | Good | Good | Good | 100 | 72.9 |
November 2006 | Good | Good | Good | Good | 100 | 72.9 |
November 2004 | Good | Good | Good | Good | 100 | 72.9 |
November 2002 | Good | Good | Good | Good | 100 | 72.9 |
April 2001 | Good | Good | Good | Good | 100 | 72.9 |
May 1999 | Good | Very Good | Very Good | Very Good | 100 | 73.9 |
February 1997 | Good | Very Good | Very Good | Very Good | 100 | 73.9 |
August 1995 | Good | Very Good | Very Good | Very Good | 96 | 73.7 |
November 1992 | Good | Very Good | Very Good | Very Good | 96 | 74.5 |
February 1991 | Good | Very Good | Very Good | Very Good | 96 | 74.5 |
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. | 846 | 756 | 90 | 0 | 0 |
Substructure |
Timber Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 39 | 33 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 108 | 100 | 8 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,485 | 1,391 | 94 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,485 | 1,410 | 75 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 95 | 39 | 52 | 4 | 0 |
Steel Protective Coating | sq. ft. | 245 | 148 | 50 | 47 | 0 |