I 90 over ABANDONED RR
Map
Coordinates:
+46.06475, -112.7729846°03'53" N, 112°46'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 90 over ABANDONED RR |
Structure number: | I00090210+08032 |
Location: | 2.5M S OPPORTUNITY |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 211.0 ft. [64.3 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 26.2 ft. [8.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,437 [as of 2016] |
Truck traffic: | 16% of total traffic |
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] |
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: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Good | Good | Satisfactory | 5437 | 97.8 |
February 2016 | Good | Good | Good | Good | 12230 | 96.9 |
February 2014 | Good | Good | Good | Good | 12230 | 97.4 |
February 2012 | Good | Good | Good | Good | 12230 | 97.4 |
February 2010 | Good | Good | Good | Good | 11860 | 97.4 |
January 2008 | Good | Good | Good | Good | 11980 | 97.4 |
January 2005 | Good | Good | Very Good | Good | 11440 | 97.5 |
April 2001 | Good | Good | Very Good | Good | 9930 | 97.5 |
March 1997 | Good | Good | Very Good | Good | 11060 | 97.5 |
February 1993 | Good | Good | Very Good | Very Good | 8210 | 97.4 |
February 1991 | Good | Good | Very Good | Very Good | 7510 | 97.4 |
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. | 1,060 | 1,060 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,611 | 8,599 | 12 | 0 | 0 |
Wearing Surfaces | sq. ft. | 8,611 | 8,611 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 108 | 102 | 6 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 174 | 168 | 4 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 43 | 0 | 10 | 11 | 22 |
Bearings |
Fixed Bearing | each | 50 | 24 | 25 | 1 | 0 |
Steel Protective Coating | sq. ft. | 50 | 24 | 0 | 10 | 16 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 423 | 376 | 42 | 5 | 0 |