CROSS ROAD over I 80
Map
Coordinates:
+40.64854, -116.3047140°38'55" N, 116°18'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CROSS ROAD over I 80 |
Structure number: | I 889 |
Location: | WEST OF CARLIN |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 193.9 ft. [59.1 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 100 | 100.0 |
July 2015 | Good | Good | Good | Good | 100 | 100.0 |
July 2013 | Good | Good | Good | Good | 100 | 100.0 |
July 2011 | Good | Good | Good | Good | 25 | 100.0 |
July 2009 | Good | Good | Good | Good | 25 | 100.0 |
July 2007 | Good | Good | Good | Good | 25 | 100.0 |
August 2005 | Fair | Good | Good | Satisfactory | 20 | 100.0 |
September 2003 | Fair | Satisfactory | Good | Satisfactory | 20 | 98.0 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 98.0 |
August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 98.0 |
September 1997 | Fair | Satisfactory | Good | Satisfactory | 20 | 98.0 |
August 1995 | Fair | Good | Good | Satisfactory | 20 | 98.0 |
June 1993 | Good | Good | Good | Good | 20 | 100.0 |
September 1991 | Good | Good | Good | Good | 20 | 97.0 |
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 Closed Web/Box Girder | linear ft. | 194 | 151 | 43 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,806 | 6,736 | 20 | 50 | 0 |
Wearing Surfaces | sq. ft. | 5,604 | 5,604 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 65 | 5 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 118 | 118 | 0 | 0 | 0 |
Steel Pile | each | 44 | 44 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 388 | 233 | 105 | 50 | 0 |