I090 E over 286 AVE (FAS 6259)
Map
Coordinates:
+43.90947, -100.4069543°54'34" N, 100°24'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I090 E over 286 AVE (FAS 6259) |
Structure number: | 000000038330179 |
Location: | 4.7 W US 83 N INTERCHANGE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 106.0 ft. [32.3 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: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,525 [as of 2017] |
Truck traffic: | 33% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Satisfactory | Good | 3525 | 95.0 |
March 2015 | Fair | Fair | Satisfactory | Good | 2915 | 95.0 |
March 2013 | Fair | Fair | Satisfactory | Good | 2930 | 95.0 |
March 2011 | Fair | Satisfactory | Satisfactory | Good | 2765 | 96.0 |
February 2009 | Good | Good | Good | Good | 2735 | 96.0 |
February 2007 | Good | Good | Good | Good | 3125 | 96.0 |
February 2005 | Good | Good | Good | Good | 3040 | 96.0 |
February 2003 | Poor | Poor | Fair | Good | 3225 | 82.0 |
December 2000 | Poor | Poor | Fair | Good | 3115 | 82.0 |
November 1998 | Poor | Serious | Fair | Good | 3030 | 80.0 |
November 1996 | Good | Good | Good | Good | 2910 | 96.0 |
December 1994 | Good | Good | Good | Very Good | 3235 | 96.0 |
December 1992 | Good | Very Good | Very Good | Very Good | 3005 | 96.0 |
February 1991 | Good | Very Good | Very Good | Very Good | 2345 | 96.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 116 | 116 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 81 | 81 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 212 | 193 | 17 | 2 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,311 | 4,297 | 12 | 2 | 0 |
Wearing Surfaces | sq. ft. | 4,028 | 3,058 | 838 | 132 | 0 |