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US275/N92 over BIG PAPILLION CREEK

Map

Coordinates:
+41.21245, -96.03175
41°12'45" N, 96°01'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US275/N92 over BIG PAPILLION CREEK
Structure number:S275 18484
Location:1N RALSTON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2001
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:Steel continuous [4]
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,205 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:85.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodExcellentGood2520585.0
February 2016GoodVery GoodExcellentGood2461085.0
February 2014GoodVery GoodExcellentGood2461085.0
January 2012GoodVery GoodExcellentGood2101098.0
March 2010GoodVery GoodExcellentVery Good2101095.0
March 2008GoodVery GoodExcellentVery Good2120595.0
March 2006GoodExcellentExcellentVery Good2969594.2
September 2004GoodExcellentExcellentVery Good3155094.0
February 2002FairExcellentVery GoodFair3700082.0
September 2001FairExcellentVery GoodFair3700082.0
July 2000PoorPoorSatisfactoryFair3445079.1
August 1998PoorPoorSatisfactoryFair3445079.1
October 1996FairFairSatisfactoryFair4560078.0
October 1994FairFairSatisfactoryFair3007080.4
August 1992FairSatisfactoryGoodFair2794581.6
September 1990FairSatisfactoryGoodFair2794581.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,2162,216000
Steel Protective Coatingsq. ft.21,42121,421000
Deck
Reinforced Concrete Decksq. ft.21,48219,6381,84400
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1731388270
Reinforced Concrete Pier Caplinear ft.160159010
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.560560000