I 80E over HUMBOLDT RIVER
Map
Coordinates:
+40.69599, -116.5052440°41'46" N, 116°30'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 80E over HUMBOLDT RIVER |
Structure number: | B 886E |
Location: | EAST OF BATTLE MOUNTAIN |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 2015 |
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: | Low slump Concrete [4] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,500 [as of 2014] |
Truck traffic: | 31% 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 97.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,024,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 3500 | 97.8 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 3500 | 97.8 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 3300 | 97.9 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 3300 | 97.7 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 3300 | 97.7 |
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 3300 | 97.7 |
October 2008 | Fair | Satisfactory | Satisfactory | Fair | 3300 | 86.6 |
September 2007 | Fair | Satisfactory | Satisfactory | Fair | 3300 | 86.6 |
August 2005 | Fair | Satisfactory | Satisfactory | Fair | 3002 | 86.7 |
August 2003 | Fair | Satisfactory | Satisfactory | Fair | 3395 | 86.6 |
September 2001 | Fair | Satisfactory | Satisfactory | Fair | 3395 | 86.6 |
October 1999 | Fair | Satisfactory | Good | Fair | 3002 | 86.7 |
September 1997 | Poor | Satisfactory | Good | Poor | 2830 | 70.6 |
August 1995 | Fair | Satisfactory | Good | Satisfactory | 2718 | 97.8 |
August 1993 | Good | Good | Good | Good | 2610 | 97.8 |
September 1991 | Fair | Satisfactory | Very Good | Satisfactory | 2478 | 97.8 |
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. | 1,049 | 1,013 | 32 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,521 | 7,506 | 10 | 5 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 86 | 86 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 86 | 60 | 20 | 6 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 86 | 86 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 172 | 87 | 80 | 0 | 5 |
Bearings |
Elastomeric Bearing | each | 36 | 34 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 350 | 330 | 20 | 0 | 0 |