I-80 (SR-80) EBL over COUNTY ROAD & UPRR
Map
Coordinates:
+40.68390, -112.4407240°41'02" N, 112°26'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-80 (SR-80) EBL over COUNTY ROAD & UPRR |
Structure number: | 2F 216 |
Location: | BURMESTER INTERCHANGE |
Purpose: | Carries highway overpass over highway and railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 102.4 ft. [31.2 m] |
Total length: | 202.4 ft. [61.7 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | Prestressed concrete [5] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,860 [as of 2014] |
Truck traffic: | 23% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 10860 | 71.0 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 10860 | 71.0 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 5215 | 57.9 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 4905 | 81.8 |
October 2010 | Good | Good | Good | Good | 5702 | 83.7 |
September 2008 | Good | Good | Good | Good | 5702 | 83.7 |
June 2007 | Good | Good | Good | Good | 6086 | 83.7 |
August 2005 | Good | Good | Good | Good | 6086 | 94.7 |
October 2002 | Good | Good | Good | Good | 4788 | 94.8 |
September 2000 | Good | Good | Good | Good | 4913 | 89.7 |
September 1998 | Good | Good | Good | Good | 4913 | 89.7 |
September 1996 | Good | Good | Good | Good | 4525 | 89.8 |
November 1994 | Good | Good | Good | Good | 4525 | 92.6 |
November 1992 | Good | Good | Very Good | Good | 4300 | 92.7 |
July 1991 | Good | Good | Very Good | Very Good | 3415 | 92.7 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 973 | 966 | 4 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,901 | 8,089 | 600 | 212 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 3 | 0 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 111 | 87 | 8 | 16 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 86 | 19 | 7 | 0 |
Joints |
Strip Seal Joint | linear ft. | 43 | 0 | 0 | 43 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 442 | 196 | 221 | 25 | 0 |