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MARRON CREEK RD over DRAINAGE 051

Map

Coordinates:
+48.82375, -104.34067
48°49'25" N, 104°20'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARRON CREEK RD over DRAINAGE 051
Structure number:L46107002+01001
Location:13M E PLENTYWOOD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2002]
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: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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory10094.9
December 2015FairSatisfactorySatisfactorySatisfactory10096.9
December 2013FairSatisfactorySatisfactorySatisfactory10096.9
January 2012FairSatisfactorySatisfactorySatisfactory10096.9
January 2010FairSatisfactorySatisfactorySatisfactory10096.9
December 2007FairSatisfactoryGoodSatisfactory10096.9
December 2005FairSatisfactoryGoodSatisfactory10096.9
December 2004FairSatisfactoryGoodSatisfactory10096.9
March 2002FairSatisfactoryGoodSatisfactory10096.9
December 1999FairSatisfactoryGoodSatisfactory10096.9
January 1998FairSatisfactoryGoodSatisfactory10096.9
January 1996FairSatisfactoryVery GoodFair10083.9
November 1993FairSatisfactoryVery GoodFair3184.0
February 1992FairGoodVery GoodFair3184.0
February 1990FairVery GoodVery GoodFair3184.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8987200
Deck
Reinforced Concrete Top Flangesq. ft.7216496570
Substructure
Reinforced Concrete Abutmentlinear ft.8908360
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6253900
Steel Protective Coatingsq. ft.1551243100