36TH ST over I80
Map
Coordinates:
+41.22609, -95.9662341°13'34" N, 95°57'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 36TH ST over I80 |
Structure number: | S080 45231 |
Location: | IN OMAHA |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 149.0 ft. [45.4 m] |
Total length: | 295.9 ft. [90.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2003] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Good | Very Good | 3000 | 71.1 |
February 2016 | Fair | Satisfactory | Good | Very Good | 3000 | 72.3 |
March 2014 | Fair | Satisfactory | Good | Very Good | 3000 | 72.3 |
February 2014 | Fair | Satisfactory | Good | Very Good | 3000 | 80.1 |
February 2012 | Fair | Satisfactory | Good | Very Good | 3000 | 80.1 |
March 2010 | Fair | Satisfactory | Very Good | Very Good | 3000 | 80.1 |
March 2008 | Good | Good | Very Good | Very Good | 3000 | 80.1 |
March 2006 | Good | Good | Very Good | Very Good | 3000 | 80.1 |
August 2004 | Good | Very Good | Excellent | Excellent | 3000 | 80.1 |
March 2002 | Good | Excellent | Excellent | Excellent | 3000 | 80.1 |
September 2000 | Good | Excellent | Excellent | Excellent | 3000 | 80.1 |
September 1998 | Good | Excellent | Excellent | Excellent | 3000 | 80.1 |
October 1996 | Good | Excellent | Excellent | Excellent | 3000 | 80.1 |
September 1994 | Good | Excellent | Excellent | Excellent | 3000 | 78.1 |
September 1992 | Good | Excellent | Excellent | Excellent | 3000 | 78.1 |
December 1991 | Good | Excellent | Excellent | Excellent | 3000 | 79.9 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,179 | 379 | 800 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16,122 | 14,572 | 0 | 620 | 930 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,786 | 10,361 | 385 | 40 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 21 | 21 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 71 | 71 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 34 | 34 | 0 | 0 | 0 |
Bearings |
Pot Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 591 | 591 | 0 | 0 | 0 |