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DUTCH HENRY RD over BEAVER CREEK 072

Map

Coordinates:
+48.96533, -104.97007
48°57'55" N, 104°58'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUTCH HENRY RD over BEAVER CREEK 072
Structure number:L46023000+09001
Location:11M N REDSTONE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:21°
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2002]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:31.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$140,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryGoodFair10031.0
December 2015FairGoodGoodFair10031.0
December 2013FairGoodGoodSatisfactory10041.7
January 2012FairGoodGoodSatisfactory10041.7
January 2010FairGoodGoodSatisfactory10041.7
December 2007FairGoodGoodSatisfactory10041.7
December 2005FairVery GoodGoodSatisfactory10041.7
December 2004FairVery GoodGoodSatisfactory10041.7
March 2002FairVery GoodGoodSatisfactory10041.7
December 1999FairVery GoodGoodSatisfactory10041.6
January 1998GoodVery GoodGoodGood10041.6
January 1996GoodVery GoodGoodGood10041.6
December 1993GoodVery GoodGoodGood3143.7
February 1992GoodGoodGoodGood3146.8
January 1990GoodVery GoodGoodGood3146.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.249024900
Steel Protective Coatingsq. ft.1,096001,0960
Timber Girder/Beamlinear ft.3030000
Substructure
Timber Abutmentlinear ft.856015100
Timber Pileeach1301300
Timber Pier Caplinear ft.56391430
Deck
Timber Decksq. ft.6786580200
Wearing Surfacessq. ft.248024800