COUNTY ROAD over I-80 (SR-80) EBL & W
Map
Coordinates:
+40.82142, -112.9032640°49'17" N, 112°54'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over I-80 (SR-80) EBL & W |
Structure number: | 0D 621 |
Location: | LOW INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 272.0 ft. [82.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
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: | 111 [as of 2012] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Satisfactory | 111 | 86.9 |
September 2016 | Fair | Satisfactory | Good | Satisfactory | 111 | 86.9 |
September 2014 | Fair | Satisfactory | Good | Satisfactory | 111 | 86.9 |
September 2012 | Fair | Satisfactory | Good | Satisfactory | 1300 | 82.2 |
October 2010 | Fair | Satisfactory | Good | Good | 218 | 92.4 |
September 2008 | Fair | Satisfactory | Good | Good | 218 | 87.2 |
June 2007 | Fair | Satisfactory | Good | Good | 172 | 87.3 |
July 2005 | Fair | Satisfactory | Good | Good | 172 | 87.3 |
October 2002 | Fair | Satisfactory | Good | Good | 150 | 87.3 |
September 2000 | Fair | Satisfactory | Good | Good | 150 | 82.3 |
August 1998 | Fair | Satisfactory | Good | Good | 150 | 82.3 |
September 1996 | Fair | Satisfactory | Good | Good | 150 | 82.3 |
December 1994 | Fair | Satisfactory | Good | Good | 150 | 87.3 |
November 1992 | Fair | Satisfactory | Satisfactory | Good | 100 | 92.9 |
July 1991 | Good | Good | Good | Good | 50 | 92.9 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 1,077 | 1,071 | 6 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,202 | 7,392 | 1,404 | 406 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 1 | 8 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 24 | 20 | 24 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 77 | 77 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 568 | 498 | 70 | 0 | 0 |