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US 40 ML over ARROYO CREEK

Map

Coordinates:
+38.88743, -103.14338
38°53'15" N, 103°08'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 40 ML over ARROYO CREEK
Structure number:I-24-Q
Location:1.6 MI SE OF LINCOLN-CHEY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:50.9 ft. [15.5 m]
Total length:206.0 ft. [62.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1980
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2008]
Truck traffic:55% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairSatisfactorySatisfactory220081.8
January 2015FairFairSatisfactorySatisfactory220081.8
January 2013FairFairSatisfactorySatisfactory220081.8
January 2011FairFairSatisfactorySatisfactory220081.8
February 2009FairFairSatisfactorySatisfactory220081.8
March 2007FairFairSatisfactorySatisfactory220081.8
March 2005FairFairSatisfactorySatisfactory208581.9
February 2003FairFairSatisfactorySatisfactory144382.7
January 2001FairFairSatisfactorySatisfactory190081.0
February 1999FairFairSatisfactorySatisfactory190082.0
March 1997FairSatisfactorySatisfactorySatisfactory180082.1
March 1995FairSatisfactorySatisfactorySatisfactory180078.8
January 1993FairSatisfactorySatisfactorySatisfactory175073.3
February 1992FairSatisfactorySatisfactorySatisfactory180073.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4281098224970
Steel Protective Coatingsq. ft.1,4281098224970
Deck
Reinforced Concrete Decksq. ft.8,7628,66201000
Wearing Surfacessq. ft.8,2488,1985000
Substructure
Reinforced Concrete Pier Walllinear ft.117576000
Reinforced Concrete Abutmentlinear ft.85592510
Reinforced Concrete Pier Caplinear ft.117952020
Joints
Pourable Jointlinear ft.2001600400
Other Jointlinear ft.80404000
Bearings
Movable Bearingeach2802800
Steel Protective Coatingsq. ft.2802800
Fixed Bearingeach2802800
Steel Protective Coatingsq. ft.2802800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.412412000
Steel Protective Coatingsq. ft.412412000