I-80 (SR-80) EBL over UNION PACIFIC RAILROAD
Map
Coordinates:
+40.82259, -112.8977540°49'21" N, 112°53'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-80 (SR-80) EBL over UNION PACIFIC RAILROAD |
Structure number: | 2C 786 |
Location: | NEAR LOW INTERCHANGE |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 129.9 ft. [39.6 m] |
Total length: | 273.6 ft. [83.4 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 57.7 ft. [17.6 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 54° |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
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: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,850 [as of 2014] |
Truck traffic: | 34% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Very Good | Very Good | 7850 | 97.6 |
September 2016 | Good | Good | Very Good | Very Good | 7850 | 97.6 |
September 2014 | Good | Good | Very Good | Very Good | 3973 | 83.3 |
September 2012 | Good | Good | Very Good | Very Good | 3962 | 97.8 |
October 2010 | Good | Good | Very Good | Very Good | 4235 | 97.8 |
September 2008 | Good | Good | Very Good | Very Good | 4235 | 97.8 |
June 2007 | Good | Good | Very Good | Very Good | 4176 | 97.8 |
July 2005 | Good | Good | Very Good | Very Good | 4176 | 97.8 |
September 2002 | Good | Good | Very Good | Very Good | 4228 | 97.8 |
September 2000 | Good | Good | Very Good | Very Good | 4070 | 92.8 |
September 1998 | Good | Very Good | Very Good | Very Good | 4070 | 92.8 |
September 1996 | Good | Very Good | Very Good | Very Good | 3428 | 92.8 |
April 1995 | Good | Excellent | Excellent | Excellent | 3428 | 97.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,354 | 1,344 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,804 | 15,254 | 550 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 195 | 192 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 187 | 187 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 14 | 0 | 13 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 644 | 600 | 43 | 1 | 0 |