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TAUCK RD over BOX ELDER CREEK 023

Map

Coordinates:
+45.39464, -104.61344
45°23'41" N, 104°36'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TAUCK RD over BOX ELDER CREEK 023
Structure number:L06040000+09001
Location:21M NE HAMMOND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:73.5 ft. [22.4 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood10096.6
August 2015GoodGoodGoodGood10096.6
August 2013GoodGoodGoodGood10096.6
September 2011FairGoodFairFair10026.3
September 2009FairSatisfactoryFairFair10027.3
September 2007PoorPoorFairPoor10025.9
October 2005PoorPoorFairSerious10022.1
February 2004PoorPoorFairSerious10022.1
November 2001PoorPoorFairPoor10025.9
November 1999PoorPoorFairPoor10025.9
February 1998FairFairFairFair10043.3
November 1995FairFairFairSatisfactory3143.3
May 1994FairSatisfactorySatisfactoryVery Good3151.3
February 1992FairSatisfactorySatisfactoryVery Good3156.5
February 1990PoorSatisfactorySatisfactoryPoor3132.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.751075100
Substructure
Steel Columneach90900
Steel Abutmentlinear ft.105105000
Steel Protective Coatingsq. ft.735735000
Steel Pier Caplinear ft.4904900
Deck
Corrugated or Orthotropic Decksq. ft.1,8841,884000
Wearing Surfacessq. ft.1,8841,884000
Steel Protective Coatingsq. ft.1,8841,884000