CONRAD DUPUYER RD over DRAINAGE
Map
Coordinates:
+48.18725, -112.3361648°11'14" N, 112°20'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CONRAD DUPUYER RD over DRAINAGE |
Structure number: | S00534007+08001 |
Location: | 8M E DUPUYER |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 51 [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 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: | 96.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Good | Satisfactory | 51 | 96.8 |
February 2016 | Fair | Good | Good | Satisfactory | 120 | 95.5 |
February 2014 | Fair | Good | Good | Satisfactory | 120 | 97.2 |
February 2012 | Fair | Good | Good | Satisfactory | 120 | 96.2 |
February 2010 | Fair | Good | Good | Satisfactory | 120 | 97.2 |
March 2008 | Fair | Good | Good | Satisfactory | 80 | 98.4 |
March 2006 | Good | Good | Good | Good | 80 | 98.4 |
April 2004 | Good | Good | Good | Good | 80 | 98.4 |
March 2002 | Good | Good | Good | Good | 100 | 98.3 |
April 2000 | Good | Good | Good | Good | 120 | 81.1 |
May 1999 | Good | Good | Good | Good | 100 | 95.3 |
May 1996 | Good | Good | Good | Good | 105 | 81.7 |
May 1994 | Good | Good | Good | Good | 77 | 93.4 |
November 1991 | Good | Good | Good | Good | 77 | 93.4 |
January 1990 | Good | Good | Good | Good | 95 | 93.3 |
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 | 551 | 72 | 0 | 0 |
Substructure |
Timber Column | each | 10 | 2 | 8 | 0 | 0 |
Timber Abutment | linear ft. | 72 | 62 | 6 | 4 | 0 |
Timber Pier Cap | linear ft. | 59 | 25 | 34 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 646 | 631 | 15 | 0 | 0 |
Wearing Surfaces | sq. ft. | 126 | 126 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 49 | 42 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 126 | 116 | 10 | 0 | 0 |