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I 80E over HUMBOLDT RIVER

Eureka County, Nevada

Map

Coordinates:
+40.69599, -116.50524
40°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory350097.8
August 2015FairSatisfactorySatisfactorySatisfactory350097.8
August 2013FairSatisfactorySatisfactorySatisfactory330097.9
September 2011FairSatisfactorySatisfactorySatisfactory330097.7
September 2010FairSatisfactorySatisfactorySatisfactory330097.7
October 2009FairSatisfactorySatisfactorySatisfactory330097.7
October 2008FairSatisfactorySatisfactoryFair330086.6
September 2007FairSatisfactorySatisfactoryFair330086.6
August 2005FairSatisfactorySatisfactoryFair300286.7
August 2003FairSatisfactorySatisfactoryFair339586.6
September 2001FairSatisfactorySatisfactoryFair339586.6
October 1999FairSatisfactoryGoodFair300286.7
September 1997PoorSatisfactoryGoodPoor283070.6
August 1995FairSatisfactoryGoodSatisfactory271897.8
August 1993GoodGoodGoodGood261097.8
September 1991FairSatisfactoryVery GoodSatisfactory247897.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0491,0133240
Deck
Reinforced Concrete Decksq. ft.7,5217,5061050
Substructure
Reinforced Concrete Pier Walllinear ft.8686000
Reinforced Concrete Abutmentlinear ft.86602060
Reinforced Concrete Pile Cap/Footinglinear ft.44000
Reinforced Concrete Pier Caplinear ft.8686000
Joints
Pourable Jointlinear ft.172878005
Bearings
Elastomeric Bearingeach3634200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3503302000