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E PRYOR RD over CLARKS FK YELLOWSTNE 056

Map

Coordinates:
+45.46453, -108.84122
45°27'52" N, 108°50'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E PRYOR RD over CLARKS FK YELLOWSTNE 056
Structure number:L05301001+00001
Location:E EDGAR
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:81.0 ft. [24.7 m]
Total length:324.8 ft. [99.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2003]
Deck condition:Fair [5 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: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:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairSatisfactorySatisfactory10095.9
August 2015FairFairGoodFair10085.9
August 2013FairFairGoodFair10085.9
August 2011FairSatisfactoryGoodFair10085.9
July 2009FairSatisfactoryGoodFair10085.9
July 2007FairSatisfactoryGoodSatisfactory10096.9
July 2005FairSatisfactoryGoodFair10085.9
March 2005FairSatisfactoryGoodFair10085.9
April 2003FairSatisfactoryGoodFair10083.9
September 2001FairSatisfactoryGoodFair10083.9
March 1999FairGoodGoodFair10084.9
July 1997FairGoodGoodFair10084.9
September 1994FairGoodGoodFair25273.6
May 1992FairGoodGoodFair25273.6
November 1989FairGoodGoodFair25273.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2991,2732600
Deck
Reinforced Concrete Decksq. ft.8,45008,0274230
Substructure
Steel Columneach1501410
Steel Protective Coatingsq. ft.1501054500
Reinforced Concrete Abutmentlinear ft.85691600
Reinforced Concrete Pier Caplinear ft.7975400
Bearings
Fixed Bearingeach3203200
Steel Protective Coatingsq. ft.3230200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.650520117130
Steel Protective Coatingsq. ft.1,62501,560650