CO.RD.,INTCHG.X-RD over I-80 (SR-80) EBL & WBL
Map
Coordinates:
+40.76822, -112.9839740°46'06" N, 112°59'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO.RD.,INTCHG.X-RD over I-80 (SR-80) EBL & WBL |
Structure number: | 0F 217 |
Location: | ARAGONITE INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 95.8 ft. [29.2 m] |
Total length: | 371.7 ft. [113.3 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
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: | 5 |
Main spans material: | Prestressed concrete continuous [6] |
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: | 5,000 [as of 2012] |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 62.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 5000 | 62.1 |
September 2016 | Good | Good | Good | Good | 5000 | 62.1 |
September 2014 | Good | Good | Good | Good | 5000 | 52.6 |
September 2012 | Poor | Satisfactory | Fair | Poor | 1100 | 54.4 |
October 2010 | Fair | Good | Fair | Fair | 315 | 87.1 |
September 2008 | Fair | Good | Fair | Fair | 315 | 87.1 |
June 2007 | Fair | Good | Satisfactory | Good | 250 | 98.4 |
July 2005 | Fair | Good | Satisfactory | Good | 250 | 98.4 |
October 2002 | Fair | Good | Satisfactory | Satisfactory | 250 | 98.4 |
September 2000 | Fair | Good | Good | Satisfactory | 250 | 93.4 |
October 1998 | Fair | Good | Good | Satisfactory | 250 | 93.4 |
September 1996 | Good | Good | Good | Good | 250 | 94.4 |
December 1994 | Good | Very Good | Good | Good | 250 | 99.4 |
November 1992 | Good | Very Good | Good | Good | 200 | 99.5 |
July 1991 | Good | Very Good | Good | Good | 50 | 99.8 |
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. | 1,473 | 1,469 | 0 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,852 | 9,252 | 600 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 63 | 39 | 14 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 128 | 96 | 16 | 16 | 0 |
Joints |
Pourable Joint | linear ft. | 159 | 0 | 159 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 52 | 52 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 799 | 769 | 0 | 0 | 30 |