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CROW CREEK RD over CROW CREEK 033

Map

Coordinates:
+45.44491, -104.96635
45°26'42" N, 104°57'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROW CREEK RD over CROW CREEK 033
Structure number:L06030017+06001
Location:17M NW HAMMOND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:56.4 ft. [17.2 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1935
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2004]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:45.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodSatisfactoryGood10045.4
September 2015FairGoodSatisfactoryGood10045.4
September 2013FairGoodSatisfactoryGood10045.4
September 2011FairGoodSatisfactoryGood10045.4
September 2009FairGoodSatisfactoryGood10045.4
September 2007FairGoodFairSatisfactory10039.2
October 2005FairGoodFairSatisfactory10039.2
March 2004FairGoodFairSatisfactory10039.2
November 2001FairGoodFairSatisfactory10039.2
November 1999FairVery GoodFairSatisfactory10039.2
February 1998FairVery GoodFairSatisfactory10039.2
November 1995FairVery GoodSatisfactorySatisfactory3143.6
May 1994FairVery GoodSatisfactoryVery Good3143.6
February 1992FairVery GoodSatisfactoryVery Good3149.1
March 1990FairVery GoodSatisfactoryVery Good3149.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.420042000
Substructure
Steel Abutmentlinear ft.108108000
Steel Protective Coatingsq. ft.648648000
Steel Pileeach1201200
Steel Pier Caplinear ft.5605600
Deck
Corrugated or Orthotropic Decksq. ft.1,7501,750000
Wearing Surfacessq. ft.1,7501,750000
Steel Protective Coatingsq. ft.1,7501,750000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.140140000
Steel Protective Coatingsq. ft.350350000