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I80 over COUNTY HIGHWAY

Deuel County, Nebraska

Map

Coordinates:
+41.09121, -102.51529
41°05'28" N, 102°30'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I80 over COUNTY HIGHWAY
Structure number:S080 08295L
Location:2W CHAPPELL INTRCHG
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:57.1 ft. [17.4 m]
Total length:150.6 ft. [45.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,660 [as of 2017]
Truck traffic:61% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:90.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodExcellentExcellentExcellent766090.8
September 2015GoodGoodGoodGood361394.0
September 2013GoodGoodGoodVery Good361394.0
October 2011GoodGoodGoodVery Good385896.2
October 2009GoodVery GoodVery GoodVery Good372096.2
November 2007GoodVery GoodVery GoodVery Good401597.6
November 2005GoodVery GoodVery GoodVery Good387897.6
October 2003GoodVery GoodVery GoodVery Good384897.6
June 2001GoodVery GoodVery GoodVery Good364097.7
October 1999GoodVery GoodVery GoodVery Good345097.7
December 1997GoodVery GoodVery GoodVery Good334097.7
November 1995GoodVery GoodVery GoodVery Good293097.8
November 1993GoodVery GoodVery GoodVery Good273097.8
October 1991GoodVery GoodVery GoodVery Good253097.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0853,085000
Deck
Reinforced Concrete Decksq. ft.7,0227,022000
Substructure
Reinforced Concrete Pier Walllinear ft.6868000
Reinforced Concrete Abutmentlinear ft.106106000
Reinforced Concrete Pier Caplinear ft.112112000
Joints
Compression Jointlinear ft.108108000
Bearings
Elastomeric Bearingeach126126000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.301301000