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S REDSTONE RD over WOLF CREEK 040

Map

Coordinates:
+48.67399, -105.00570
48°40'26" N, 105°00'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S REDSTONE RD over WOLF CREEK 040
Structure number:L46401012+01001
Location:12M S REDSTONE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1950
Year reconstructed:2005
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2002]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:89.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$54,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodSatisfactorySatisfactory10089.8
January 2016FairGoodSatisfactorySatisfactory10089.8
January 2014FairGoodSatisfactorySatisfactory10091.8
January 2012FairGoodSatisfactoryVery Good10091.8
January 2010FairGoodSatisfactoryVery Good10091.8
December 2007FairVery GoodSatisfactoryVery Good10091.8
December 2005FairVery GoodSatisfactoryVery Good10091.8
December 2004PoorSatisfactorySatisfactoryCritical10039.4
March 2002FairGoodSatisfactoryFair10086.8
December 1999GoodGoodGoodGood10097.8
January 1998GoodGoodGoodGood10097.8
January 1996GoodGoodGoodGood10095.8
November 1993GoodGoodGoodGood25282.2
February 1992FairSatisfactoryGoodGood25282.2
January 1990GoodGoodVery GoodGood25275.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.308003080
Steel Protective Coatingsq. ft.1,0590001,059
Timber Girder/Beamlinear ft.4640600
Steel Protective Coatingsq. ft.5050000
Substructure
Timber Abutmentlinear ft.8585000
Steel Pileeach40040
Steel Protective Coatingsq. ft.5000050
Timber Pileeach116230
Timber Pier Caplinear ft.3931800
Deck
Timber Decksq. ft.753753000
Wearing Surfacessq. ft.248024800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.62253700
Steel Protective Coatingsq. ft.1861750110