EB-I80 over 42ND ST/FAU 5057
Map
Coordinates:
+41.22450, -95.9758441°13'28" N, 95°58'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EB-I80 over 42ND ST/FAU 5057 |
Structure number: | S080 45180R |
Location: | 42ND ST INTRCHG |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 205.1 ft. [62.5 m] |
Roadway width between curbs: | 99.1 ft. [30.2 m] |
Deck width edge-to-edge: | 101.7 ft. [31.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Year reconstructed: | 2007 |
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: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 182,850 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Very Good | 182850 | 98.0 |
February 2016 | Good | Good | Good | Very Good | 84680 | 98.0 |
February 2014 | Good | Very Good | Very Good | Very Good | 84680 | 98.0 |
February 2012 | Good | Very Good | Very Good | Very Good | 83478 | 98.0 |
March 2010 | Good | Very Good | Very Good | Very Good | 83478 | 98.0 |
March 2008 | Good | Very Good | Very Good | Very Good | 82583 | 98.0 |
March 2006 | Good | Very Good | Very Good | Very Good | 85370 | 98.0 |
August 2004 | Good | Excellent | Excellent | Excellent | 83493 | 98.0 |
March 2002 | Good | Excellent | Excellent | Excellent | 81125 | 98.0 |
September 2000 | Good | Excellent | Excellent | Excellent | 74493 | 98.0 |
September 1998 | Good | Excellent | Excellent | Excellent | 71345 | 98.0 |
October 1996 | Good | Excellent | Excellent | Excellent | 60425 | 97.0 |
September 1994 | Good | Excellent | Excellent | Excellent | 62450 | 97.0 |
September 1992 | Good | Excellent | Excellent | Excellent | 57350 | 97.0 |
December 1991 | Good | Excellent | Excellent | Excellent | 56215 | 97.0 |
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. | 2,228 | 2,216 | 0 | 12 | 0 |
Steel Protective Coating | sq. ft. | 20,048 | 20,000 | 0 | 30 | 18 |
Deck |
Reinforced Concrete Deck | sq. ft. | 20,838 | 20,400 | 438 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 21 | 21 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 207 | 182 | 0 | 25 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 305 | 305 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 44 | 40 | 0 | 4 | 0 |
Fixed Bearing | each | 11 | 11 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 409 | 409 | 0 | 0 | 0 |