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CAMP NINE RD over ST MARY RIVER 054

Map

Coordinates:
+48.94342, -113.37114
48°56'36" N, 113°22'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMP NINE RD over ST MARY RIVER 054
Structure number:L18224002+08001
Location:7M N BABB
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:107.6 ft. [32.8 m]
Total length:218.2 ft. [66.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2008
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood10094.6
January 2015GoodGoodGoodGood10094.6
January 2013GoodGoodGoodGood10094.6
January 2011GoodGoodVery GoodVery Good10094.6
January 2009GoodVery GoodVery GoodVery Good10094.6
May 2007PoorSatisfactoryPoorPoor10043.1
April 2005PoorSatisfactorySatisfactoryPoor10043.1
April 2003PoorGoodSatisfactoryPoor10043.1
April 2001PoorGoodSatisfactoryPoor10041.0
May 1999PoorSatisfactoryFairPoor10041.0
June 1997PoorFairFairPoor10038.9
August 1995PoorSatisfactoryFairPoor3144.0
October 1992PoorSatisfactoryFairPoor3144.0
February 1991PoorFairFairPoor3141.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0661,066000
Deck
Reinforced Concrete Top Flangesq. ft.6,6316,622900
Substructure
Reinforced Concrete Abutmentlinear ft.5250200
Steel Pileeach10100
Steel Protective Coatingsq. ft.20115140010
Reinforced Concrete Pier Caplinear ft.3030000
Bearings
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.108101
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.436436000
Steel Protective Coatingsq. ft.1,3081,308000