EB-I80 over WB-I80 TO SB-US75 RMP #4
Map
Coordinates:
+41.22603, -95.9513941°13'34" N, 95°57'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EB-I80 over WB-I80 TO SB-US75 RMP #4 |
Structure number: | S080 45314R |
Location: | GROVER ST INTRCHG #10 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 251.0 ft. [76.5 m] |
Roadway width between curbs: | 72.5 ft. [22.1 m] |
Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 90,735 [as of 2017] |
Truck traffic: | 13% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
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 |
---|
March 2018 | Fair | Satisfactory | Good | Very Good | 90735 | 98.0 |
March 2016 | Fair | Satisfactory | Good | Very Good | 45425 | 98.0 |
March 2014 | Good | Good | Very Good | Very Good | 45425 | 98.0 |
March 2012 | Good | Good | Very Good | Very Good | 46500 | 98.0 |
March 2010 | Good | Very Good | Very Good | Very Good | 46460 | 98.0 |
April 2008 | Good | Very Good | Excellent | Very Good | 43000 | 98.0 |
March 2006 | Good | Excellent | Excellent | Excellent | 46000 | 98.0 |
September 2004 | Good | Excellent | Excellent | Excellent | 42305 | 98.0 |
March 2002 | Good | Excellent | Excellent | Excellent | 41223 | 98.0 |
September 2000 | Good | Excellent | Excellent | Excellent | 35508 | 98.0 |
August 1998 | Good | Excellent | Excellent | Excellent | 29440 | 98.0 |
September 1996 | Good | Excellent | Excellent | Excellent | 24570 | 93.0 |
October 1994 | Good | Excellent | Excellent | Excellent | 26250 | 93.0 |
July 1992 | Good | Excellent | Excellent | Excellent | 24450 | 93.0 |
May 1990 | Good | Excellent | Excellent | Excellent | 23250 | 91.0 |
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. | 1,694 | 1,688 | 0 | 6 | 0 |
Steel Protective Coating | sq. ft. | 20,667 | 20,657 | 0 | 2 | 8 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,825 | 18,763 | 50 | 12 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 297 | 292 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 195 | 195 | 0 | 0 | 0 |
Bearings |
Pot Bearing | each | 28 | 28 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 502 | 502 | 0 | 0 | 0 |