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CHANCE RD over CLARKS FK YELLOWSTNE 004

Map

Coordinates:
+45.02857, -109.06054
45°01'43" N, 109°03'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHANCE RD over CLARKS FK YELLOWSTNE 004
Structure number:L05129000+02001
Location:8M S BELFRY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:96.8 ft. [29.5 m]
Total length:288.7 ft. [88.0 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2003]
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:94.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactorySatisfactory10094.9
October 2014FairGoodGoodSatisfactory10094.9
October 2012FairGoodGoodSatisfactory10094.9
October 2010FairVery GoodVery GoodSatisfactory10094.9
October 2008GoodVery GoodVery GoodGood10094.9
October 2006GoodVery GoodVery GoodVery Good10094.9
November 2004GoodVery GoodExcellentExcellent10094.9
March 2003PoorSeriousFairSatisfactory10024.3
May 2001PoorSeriousFairSatisfactory10024.3
January 1999FairFairSatisfactoryGood10038.6
March 1997FairSatisfactorySatisfactoryGood10039.6
May 1995FairGoodSatisfactoryGood3139.8
October 1992FairSatisfactorySatisfactoryGood3144.2
February 1991FairGoodSatisfactoryVery Good3142.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1421,0855700
Deck
Reinforced Concrete Decksq. ft.8,6228,19143100
Substructure
Steel Columneach22000
Steel Protective Coatingsq. ft.6285656300
Reinforced Concrete Abutmentlinear ft.6250660
Reinforced Concrete Pier Caplinear ft.6666000
Bearings
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.2422200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.577577000
Steel Protective Coatingsq. ft.1,1541,0965800