BURMA RD over BIG HOLE RIVER OVER 062
Map
Coordinates:
+45.46847, -112.6636145°28'07" N, 112°39'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BURMA RD over BIG HOLE RIVER OVER 062 |
Structure number: | L29141015+07001 |
Location: | 1M SE GLEN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 107.3 ft. [32.7 m] |
Total length: | 107.3 ft. [32.7 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2001] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 100 | 97.6 |
March 2016 | Good | Good | Good | Good | 100 | 99.6 |
March 2014 | Good | Good | Good | Good | 100 | 99.6 |
March 2012 | Good | Good | Good | Good | 100 | 99.6 |
April 2010 | Good | Good | Good | Good | 100 | 99.6 |
March 2008 | Good | Good | Very Good | Good | 100 | 99.6 |
March 2006 | Good | Good | Very Good | Very Good | 100 | 85.8 |
April 2004 | Good | Very Good | Very Good | Very Good | 100 | 85.8 |
August 2001 | Good | Very Good | Very Good | Very Good | 100 | 14.9 |
May 1999 | Poor | Satisfactory | Poor | Fair | 100 | 14.9 |
March 1997 | Poor | Satisfactory | Poor | Fair | 100 | 14.9 |
April 1995 | Poor | Satisfactory | Poor | Fair | 31 | 18.4 |
May 1993 | Fair | Satisfactory | Fair | Fair | 31 | 18.4 |
April 1991 | Poor | Poor | Fair | Fair | 31 | 13.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 430 | 430 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,820 | 2,520 | 300 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 116 | 114 | 2 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 213 | 213 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 894 | 894 | 0 | 0 | 0 |