S 41 over FISH CREEK


+45.76956, -112.23459
45°46'10" N, 112°14'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S 41 over FISH CREEK
Structure number:P00029059+08921
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:396 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:56.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$111,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodFairFair39656.6
October 2015FairGoodFairFair46053.8
October 2013FairGoodFairSatisfactory46053.7
October 2011FairGoodFairSatisfactory46053.7
November 2009FairGoodFairSatisfactory44052.8
December 2007FairGoodFairSatisfactory46053.7
March 2006FairGoodSatisfactorySatisfactory44068.0
July 2004FairGoodSatisfactorySatisfactory41067.2
April 2002FairGoodSatisfactorySatisfactory42067.2
February 1999FairGoodSatisfactorySatisfactory45067.0
February 1997FairGoodSatisfactorySatisfactory35969.6
February 1995FairGoodSatisfactorySatisfactory34067.7
December 1992FairGoodSatisfactoryGood33961.5
December 1990FairSatisfactorySatisfactorySatisfactory30061.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Girder/Beamlinear ft.6824501321000
Timber Abutmentlinear ft.102082200
Timber Pileeach1801800
Timber Pier Caplinear ft.1388518350
Timber Decksq. ft.1,2591,13312600
Wearing Surfacessq. ft.1,2591,2360230
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.115115000
Steel Protective Coatingsq. ft.450450000