I090 W over 259 AVE
Map
Coordinates:
+43.90118, -100.9445343°54'04" N, 100°56'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I090 W over 259 AVE |
Structure number: | 000000038060185 |
Location: | 3.2 W OKATON INTERCH |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 119.1 ft. [36.3 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: | 1969 |
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: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,005 [as of 2016] |
Truck traffic: | 25% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Good | 3005 | 96.9 |
December 2014 | Fair | Good | Good | Satisfactory | 2825 | 96.9 |
December 2012 | Fair | Good | Good | Satisfactory | 3100 | 96.9 |
February 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 3105 | 96.9 |
February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 3020 | 96.9 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2850 | 96.7 |
December 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 2985 | 96.7 |
December 2002 | Fair | Satisfactory | Satisfactory | Good | 3090 | 96.7 |
November 2000 | Fair | Fair | Satisfactory | Good | 3010 | 95.7 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 2855 | 96.7 |
October 1996 | Fair | Good | Satisfactory | Satisfactory | 2470 | 96.8 |
October 1994 | Good | Good | Good | Good | 2220 | 96.8 |
January 1993 | Good | Good | Good | Good | 2455 | 93.7 |
February 1991 | Good | Very Good | Very Good | Good | 1915 | 93.7 |
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 | 5 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 116 | 96 | 15 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 81 | 81 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 80 | 48 | 32 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 238 | 191 | 47 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,840 | 4,838 | 2 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,840 | 4,840 | 0 | 0 | 0 |