I090 E over 242 ST
Map
Coordinates:
+43.89368, -100.6669143°53'37" N, 100°40'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I090 E over 242 ST |
Structure number: | 000000038200191 |
Location: | 2.2 E US 83 S INTERCH |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 80.1 ft. [24.4 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: | Epoxy Overlay [5] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,475 [as of 2017] |
Truck traffic: | 31% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Good | 3475 | 93.8 |
January 2016 | Fair | Satisfactory | Satisfactory | Good | 2870 | 93.9 |
January 2014 | Fair | Satisfactory | Satisfactory | Good | 2885 | 93.9 |
December 2011 | Fair | Satisfactory | Satisfactory | Good | 3310 | 93.8 |
December 2009 | Fair | Satisfactory | Satisfactory | Good | 3305 | 93.8 |
December 2007 | Fair | Satisfactory | Satisfactory | Good | 3160 | 93.8 |
January 2006 | Fair | Satisfactory | Satisfactory | Good | 3125 | 93.7 |
December 2003 | Fair | Satisfactory | Satisfactory | Good | 3210 | 93.7 |
December 2001 | Fair | Satisfactory | Satisfactory | Good | 3060 | 93.7 |
November 1999 | Fair | Satisfactory | Satisfactory | Good | 3080 | 93.7 |
October 1997 | Fair | Satisfactory | Good | Good | 3020 | 93.7 |
November 1995 | Good | Good | Good | Good | 2970 | 93.8 |
November 1993 | Good | Good | Good | Good | 3175 | 93.5 |
November 1991 | Good | Good | Good | Good | 3280 | 93.5 |
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 | 3 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 116 | 111 | 5 | 0 | 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. | 160 | 120 | 40 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,253 | 3,249 | 2 | 2 | 0 |
Wearing Surfaces | sq. ft. | 6,506 | 6,265 | 241 | 0 | 0 |