EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T
Map
Coordinates:
+41.22662, -95.9545441°13'36" N, 95°57'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T |
Structure number: | S080 45301 |
Location: | GROVER ST INTRCHG |
Purpose: | Carries highway overpass over railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 139.1 ft. [42.4 m] |
Total length: | 938.0 ft. [285.9 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Vertical clearance below bridge: | 39.4 ft. [12.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
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: | 8 |
Main spans material: | Prestressed concrete [5] |
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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 179,553 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Better than present minimum criteria [7] |
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: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Very Good | Very Good | 179553 | 85.0 |
March 2016 | Fair | Satisfactory | Very Good | Very Good | 18200 | 85.0 |
March 2014 | Good | Good | Very Good | Very Good | 18200 | 85.0 |
March 2012 | Good | Very Good | Very Good | Very Good | 18200 | 88.6 |
March 2010 | Good | Very Good | Very Good | Excellent | 18200 | 88.6 |
March 2008 | Good | Very Good | Very Good | Excellent | 18200 | 88.6 |
March 2006 | Good | Excellent | Excellent | Excellent | 18200 | 96.3 |
September 2004 | Good | Excellent | Excellent | Excellent | 18200 | 96.3 |
March 2002 | Good | Excellent | Excellent | Excellent | 18200 | 96.3 |
September 2000 | Good | Excellent | Excellent | Excellent | 18200 | 96.3 |
September 1998 | Good | Excellent | Excellent | Excellent | 18200 | 96.3 |
September 1996 | Good | Excellent | Excellent | Excellent | 18200 | 96.3 |
October 1994 | Good | Excellent | Excellent | Excellent | 2000 | 97.9 |
January 1992 | Good | Excellent | Excellent | Excellent | 2000 | 97.9 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 4,662 | 4,662 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 34,247 | 34,158 | 76 | 13 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 70 | 70 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 75 | 75 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 242 | 242 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
Movable Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,877 | 1,877 | 0 | 0 | 0 |