US 212 over YELLOWSTONE RIVER
Map
Coordinates:
+45.65417, -108.7597245°39'15" N, 108°45'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 212 over YELLOWSTONE RIVER |
Structure number: | P00004053+05141 |
Location: | 1M S LAUREL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 166.0 ft. [50.6 m] |
Total length: | 512.8 ft. [156.3 m] |
Roadway width between curbs: | 63.3 ft. [19.3 m] |
Deck width edge-to-edge: | 72.2 ft. [22.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans 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: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,525 [as of 2017] |
Truck traffic: | 4% of total traffic |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 10525 | 78.7 |
July 2016 | Good | Good | Good | Good | 11120 | 80.0 |
July 2014 | Good | Good | Good | Good | 10180 | 80.0 |
July 2012 | Good | Good | Good | Good | 10180 | 80.0 |
July 2010 | Good | Good | Good | Good | 10180 | 80.0 |
July 2008 | Good | Good | Good | Good | 10400 | 80.0 |
June 2006 | Good | Good | Very Good | Very Good | 7850 | 80.0 |
July 2004 | Good | Good | Very Good | Very Good | 8020 | 80.0 |
March 2002 | Good | Good | Very Good | Very Good | 8320 | 80.0 |
January 2000 | Good | Very Good | Very Good | Very Good | 5970 | 80.0 |
August 1996 | Poor | Fair | Fair | Poor | 7842 | 28.6 |
March 1994 | Poor | Fair | Fair | Poor | 8469 | 23.0 |
April 1992 | Poor | Fair | Fair | Poor | 6449 | 23.6 |
February 1990 | Poor | Fair | Fair | Poor | 6815 | 23.6 |
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 |
Steel Girder/Beam | linear ft. | 3,575 | 3,575 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 37,027 | 2,462 | 34,565 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 174 | 171 | 0 | 3 | 0 |
Steel Pile | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 905 | 0 | 633 | 91 | 181 |
Reinforced Concrete Pier Cap | linear ft. | 240 | 228 | 10 | 2 | 0 |
Joints |
Compression Joint | linear ft. | 144 | 130 | 0 | 14 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 512 | 461 | 51 | 0 | 0 |
Steel Protective Coating | sq. ft. | 640 | 576 | 64 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 1,110 | 999 | 111 | 0 | 0 |