I090 E over 264 AVE
Map
Coordinates:
+43.88649, -100.8449943°53'11" N, 100°50'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I090 E over 264 AVE |
Structure number: | 000000038110196 |
Location: | 2.2 E OKATON INTERCH |
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: | 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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,980 [as of 2016] |
Truck traffic: | 25% 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: | 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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Satisfactory | 2980 | 95.9 |
February 2015 | Good | Good | Good | Good | 2800 | 95.9 |
February 2013 | Good | Good | Good | Good | 2790 | 95.9 |
March 2011 | Good | Good | Good | Good | 3075 | 95.9 |
March 2009 | Fair | Satisfactory | Satisfactory | Good | 3015 | 95.9 |
February 2007 | Fair | Satisfactory | Satisfactory | Good | 2850 | 95.7 |
February 2005 | Fair | Satisfactory | Satisfactory | Good | 2960 | 95.7 |
February 2003 | Fair | Satisfactory | Satisfactory | Good | 3075 | 95.7 |
December 2000 | Fair | Satisfactory | Satisfactory | Good | 3040 | 95.7 |
November 1998 | Fair | Satisfactory | Satisfactory | Good | 2885 | 95.7 |
October 1996 | Good | Good | Good | Good | 2480 | 95.8 |
December 1994 | Good | Good | Good | Good | 2230 | 95.8 |
January 1993 | Good | Good | Good | Good | 2465 | 95.5 |
March 1991 | Good | Very Good | Very Good | Good | 1945 | 95.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 6 | 2 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 116 | 104 | 7 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 81 | 81 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 80 | 0 | 80 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 212 | 146 | 66 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,311 | 4,310 | 1 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,028 | 2,756 | 636 | 636 | 0 |