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CSAH 75 over ST AUGUSTA CREEK

Map

Coordinates:
+45.47034, -94.13561
45°28'13" N, 94°08'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 75 over ST AUGUSTA CREEK
Structure number:5417
Location:1.5 MI SE OF JCT CSAH 7
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,400 [as of 2017]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:73.6
Estimated cost of work:$130,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairSatisfactorySatisfactory440073.6
December 2016FairFairSatisfactorySatisfactory229174.6
December 2014FairFairSatisfactorySatisfactory229174.6
December 2013FairFairSatisfactorySatisfactory229172.6
January 2013FairFairSatisfactorySatisfactory229172.6
January 2012FairFairSatisfactoryGood229172.6
January 2011FairFairSatisfactoryGood229173.7
December 2009FairFairSatisfactoryGood229168.4
January 2009FairFairSatisfactoryGood385068.1
January 2008FairFairSatisfactoryGood385071.1
January 2007FairFairSatisfactoryGood385071.1
January 2006FairFairSatisfactoryGood385071.1
January 2005FairFairSatisfactoryGood385071.1
January 2004FairFairSatisfactoryGood180072.5
February 2003FairFairSatisfactoryGood180072.5
January 2002FairFairSatisfactoryGood180093.3
February 2001----180073.4
January 2000FairFairSatisfactoryGood180072.3
February 1999FairFairSatisfactoryGood180072.3
January 1998FairFairSatisfactoryGood180070.6
February 1997FairFairSatisfactoryGood180070.6
February 1996FairFairSatisfactoryGood180079.2
January 1995FairFairSatisfactoryGood130079.3
February 1994FairSatisfactoryGoodGood130080.3
February 1993FairSatisfactoryGoodGood130080.3
January 1992GoodGoodGoodGood125580.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3710357140
Steel Protective Coatingsq. ft.3,390003,3900
Deck
Reinforced Concrete Decksq. ft.1,98401,944400
Wearing Surfacessq. ft.1,7981,798000
Substructure
Reinforced Concrete Abutmentlinear ft.20017515100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8808800
Steel Protective Coatingsq. ft.191019100
Reinforced Concrete Bridge Raillinear ft.1801800