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DRY FORK RD over DRY FK MARIAS 051

Map

Coordinates:
+48.22101, -112.00551
48°13'16" N, 112°00'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DRY FORK RD over DRY FK MARIAS 051
Structure number:L37001011+07001
Location:4M NW CONRAD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1985
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2002]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodGood10098.0
October 2016FairGoodGoodSatisfactory10099.0
November 2014FairGoodGoodSatisfactory100100.0
November 2012FairGoodGoodSatisfactory100100.0
November 2010GoodGoodGoodGood10099.0
November 2008GoodGoodVery GoodGood10099.0
November 2006GoodGoodVery GoodGood10099.0
November 2004GoodGoodVery GoodGood10098.0
October 2002GoodGoodVery GoodGood10098.0
May 2001GoodVery GoodVery GoodVery Good10098.9
May 1999GoodVery GoodVery GoodVery Good10093.9
April 1997GoodVery GoodVery GoodVery Good10093.9
December 1994GoodVery GoodVery GoodVery Good9693.9
February 1993GoodVery GoodVery GoodVery Good9693.9
February 1991GoodVery GoodVery GoodVery Good9693.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.118112240
Steel Pileeach60600
Steel Protective Coatingsq. ft.23692722448
Reinforced Concrete Pier Caplinear ft.5656000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2202071300
Steel Protective Coatingsq. ft.5685550310
Deck
Reinforced Concrete Slabsq. ft.2,2072,207000