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BAGAN RD over BATTLE CREEK 060

Map

Coordinates:
+48.59389, -109.15519
48°35'38" N, 109°09'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BAGAN RD over BATTLE CREEK 060
Structure number:L03002000+03001
Location:3M E CHINOOK
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:160.1 ft. [48.8 m]
Total length:167.7 ft. [51.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1920
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61 [as of 2016]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:80.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodSatisfactoryGood6180.1
July 2015FairGoodSatisfactoryGood10081.0
July 2013FairGoodSatisfactoryGood10081.0
July 2011FairGoodSatisfactoryGood10081.0
July 2009FairGoodSatisfactoryGood10081.0
June 2007FairVery GoodSatisfactoryVery Good10081.0
March 2007FairVery GoodSatisfactoryVery Good10081.0
March 2005FairVery GoodSatisfactoryVery Good10082.0
February 2003FairVery GoodSatisfactoryVery Good10082.0
August 2001FairVery GoodSatisfactoryVery Good10082.0
April 1999PoorFairPoorGood10020.4
September 1996PoorFairPoorGood10020.4
August 1994PoorSatisfactoryPoorGood9622.1
April 1992PoorSatisfactoryPoorGood9622.1
March 1990PoorSatisfactoryPoorGood9622.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.80148132000
Steel Protective Coatingsq. ft.2,6401,584001,056
Deck
Reinforced Concrete Decksq. ft.4,3494,08826100
Superstructure
Steel Trusslinear ft.32019212800
Steel Protective Coatingsq. ft.3,1202,80800312
Steel Floor Beamlinear ft.2332102300
Steel Protective Coatingsq. ft.1,2871,15800129
Steel Gusset Plateeach1801800
Steel Protective Coatingsq. ft.3629007
Substructure
Reinforced Concrete Abutmentlinear ft.141141000
Joints
Strip Seal Jointlinear ft.2600026
Pourable Jointlinear ft.2600260
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.44000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.320320000
Steel Protective Coatingsq. ft.320320000