I 80W over CROSS ROAD
Map
Coordinates:
+39.91321, -118.8215139°54'48" N, 118°49'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 80W over CROSS ROAD |
Structure number: | I 819W |
Location: | EAST OF FERNLEY |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,700 [as of 2014] |
Truck traffic: | 37% 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: | 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 desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 3700 | 93.8 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 3700 | 93.8 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 3670 | 93.8 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 3670 | 93.8 |
June 2009 | Good | Good | Good | Good | 3670 | 93.8 |
June 2007 | Good | Good | Good | Good | 3670 | 93.8 |
May 2005 | Good | Good | Good | Good | 3580 | 93.8 |
June 2003 | Good | Good | Good | Good | 3580 | 92.8 |
June 2001 | Good | Good | Good | Good | 3312 | 93.7 |
May 1999 | Good | Good | Good | Good | 2903 | 93.7 |
June 1997 | Good | Good | Good | Good | 3000 | 93.7 |
April 1995 | Good | Good | Good | Good | 2850 | 93.8 |
June 1993 | Good | Good | Good | Good | 2850 | 93.8 |
March 1991 | Good | Good | Good | Good | 2765 | 93.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 84 | 0 | 83 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 44 | 0 | 39 | 5 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 924 | 224 | 400 | 300 | 0 |
Wearing Surfaces | sq. ft. | 838 | 838 | 0 | 0 | 0 |