US 287 over INT THREE FORKS I 90
Map
Coordinates:
+45.91842, -111.5973645°55'06" N, 111°35'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 287 over INT THREE FORKS I 90 |
Structure number: | P00008107+08931 |
Location: | 3M W THREE FORKS |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 137.8 ft. [42.0 m] |
Total length: | 275.6 ft. [84.0 m] |
Roadway width between curbs: | 55.1 ft. [16.8 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,438 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Satisfactory | Satisfactory | 4438 | 99.0 |
August 2016 | Fair | Fair | Good | Good | 3620 | 99.0 |
August 2014 | Good | Very Good | Very Good | Very Good | 3160 | 100.0 |
August 2012 | Good | Very Good | Very Good | Very Good | 3160 | 100.0 |
August 2010 | Fair | Fair | Good | Good | 3160 | 98.0 |
August 2008 | Fair | Fair | Very Good | Very Good | 3110 | 96.0 |
August 2006 | Fair | Fair | Very Good | Very Good | 3690 | 98.0 |
July 2004 | Fair | Fair | Very Good | Very Good | 3500 | 98.0 |
June 2002 | Fair | Satisfactory | Very Good | Very Good | 2690 | 97.0 |
March 2000 | Fair | Satisfactory | Very Good | Very Good | 2390 | 97.0 |
November 1997 | Fair | Satisfactory | Very Good | Very Good | 2830 | 93.0 |
July 1995 | Fair | Satisfactory | Very Good | Very Good | 1090 | 93.0 |
June 1993 | Fair | Satisfactory | Very Good | Very Good | 1010 | 93.0 |
November 1990 | Good | Good | Good | Good | 920 | 94.0 |
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 |
Steel Girder/Beam | linear ft. | 1,929 | 1,910 | 19 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,467 | 10,850 | 3,617 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 14,467 | 14,467 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 1 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 164 | 144 | 20 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 52 | 47 | 5 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 105 | 0 | 79 | 0 | 26 |
Bearings |
Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
Fixed Bearing | each | 7 | 7 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 551 | 0 | 523 | 28 | 0 |