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I80 over BEAVER CREEK

Map

Coordinates:
+40.82208, -98.08740
40°49'19" N, 98°05'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I80 over BEAVER CREEK
Structure number:S080 32744L
Location:3E GILTNER INTRCHG
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:30.8 ft. [9.4 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,201 [as of 2017]
Truck traffic:33% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood2420183.0
July 2015FairSatisfactorySatisfactoryGood1057887.9
July 2013FairSatisfactorySatisfactoryGood1057887.9
September 2011FairSatisfactorySatisfactoryGood1088395.0
August 2009GoodGoodGoodGood1029095.0
October 2007GoodGoodGoodGood1089095.0
August 2005GoodGoodGoodGood1078595.0
September 2003GoodGoodGoodGood1074895.0
November 2001GoodGoodGoodGood1015095.0
October 1999GoodGoodGoodGood1001095.0
October 1997GoodGoodGoodGood933095.1
October 1995GoodGoodGoodGood844095.4
October 1993GoodVery GoodVery GoodGood759795.4
October 1991GoodVery GoodVery GoodGood720295.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Prestressed Concrete Pileeach2626000
Reinforced Concrete Pier Caplinear ft.221220100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.156966000
Deck
Reinforced Concrete Slabsq. ft.3,2073,1416600
Wearing Surfacessq. ft.2,7692,319420300