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I 25 ML NBND over CUCHARAS RIVER

Map

Coordinates:
+37.62783, -104.76565
37°37'40" N, 104°45'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 25 ML NBND over CUCHARAS RIVER
Structure number:N-17-BK
Location:0.8 MI NO OF JCT BUS RT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:59.1 ft. [18.0 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1963
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2011]
Truck traffic:23% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.7
Estimated cost of work:$338,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodGoodGood450076.7
November 2014GoodGoodGoodGood450076.7
November 2012GoodGoodGoodGood400076.7
December 2010GoodGoodGoodGood400076.7
October 2008GoodGoodGoodGood400076.7
December 2006GoodGoodGoodGood415076.7
December 2004GoodGoodGoodGood397576.7
October 2002GoodGoodGoodGood367776.7
November 2000GoodGoodGoodGood302676.4
November 1998FairSatisfactoryGoodGood302676.4
November 1996FairSatisfactoryGoodGood285076.2
November 1994FairSatisfactoryGoodGood285076.3
December 1992FairSatisfactoryGoodGood280077.7
November 1990FairSatisfactoryGoodGood242582.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.73663610000
Deck
Reinforced Concrete Top Flangesq. ft.6,2563,7562,490100
Wearing Surfacessq. ft.5,5205,00052000
Substructure
Reinforced Concrete Columneach43100
Reinforced Concrete Abutmentlinear ft.68432500
Reinforced Concrete Pier Caplinear ft.62422000
Joints
Pourable Jointlinear ft.60303000
Open Jointlinear ft.84400
Other Jointlinear ft.6868000
Bearings
Movable Bearingeach128400
Steel Protective Coatingsq. ft.128400
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.368368000
Steel Protective Coatingsq. ft.368368000