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E. DUDLEY ROAD over LATOUR CREEK;DUDLEY BR.

Map

Coordinates:
+47.54000, -116.36528
47°32'24" N, 116°21'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E. DUDLEY ROAD over LATOUR CREEK;DUDLEY BR.
Structure number:000000000030565
Location:0.6 S. 1.7 W. CATALDO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:73.2 ft. [22.3 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:Other Local Agencies [25]
Year built:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2016]
Truck traffic:10% of total traffic
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 minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:84.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory20084.1
October 2016FairSatisfactorySatisfactorySatisfactory20084.1
October 2014FairGoodGoodSatisfactory20084.1
June 2012FairGoodGoodSatisfactory20084.1
June 2010FairGoodGoodSatisfactory20084.1
June 2008FairGoodGoodSatisfactory20084.1
June 2006FairGoodGoodSatisfactory20083.7
June 2004FairGoodGoodSatisfactory20083.7
June 2002FairGoodGoodSatisfactory20083.7
June 2000FairGoodGoodSatisfactory20083.7
June 1998FairGoodGoodSatisfactory20083.7
June 1996FairGoodGoodSatisfactory20083.7
June 1995GoodGoodGoodGood20084.1
August 1993GoodGoodGoodGood20084.1
August 1992GoodVery GoodVery GoodVery Good20084.1
August 1991GoodVery GoodVery GoodVery Good20084.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4404182200
Deck
Prestressed Concrete Top Flangesq. ft.2,2505551,69500
Substructure
Reinforced Concrete Abutmentlinear ft.6206200
Steel Pileeach20200
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.151151000
Steel Protective Coatingsq. ft.724724000