CSAH 5 over GOOSE CREEK (CD #55)


+43.53567, -93.34925
43°32'08" N, 93°20'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 5 over GOOSE CREEK (CD #55)
Structure number:24531
Location:0.5 MI E OF JCT CSAH 18
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:64.0 ft. [19.5 m]
Total length:65.6 ft. [20.0 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:230 [as of 2017]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodVery GoodVery GoodVery Good23099.9
November 2016GoodVery GoodVery GoodVery Good25499.9
November 2014GoodVery GoodVery GoodVery Good25499.9
November 2012GoodVery GoodVery GoodVery Good25499.9
November 2010GoodVery GoodVery GoodVery Good25499.9
December 2008GoodVery GoodVery GoodVery Good25498.9
November 2006GoodVery GoodVery GoodVery Good25598.9
January 2005GoodVery GoodVery GoodVery Good34098.9
December 2002GoodVery GoodVery GoodVery Good21599.0
November 2000GoodVery GoodVery GoodVery Good21598.9
December 1999GoodVery GoodVery GoodVery Good21598.9
December 1998GoodVery GoodVery GoodVery Good21598.9
February 1997GoodVery GoodVery GoodVery Good21098.0
January 1996GoodVery GoodVery GoodVery Good21098.0
December 1994GoodVery GoodVery GoodVery Good21098.0
December 1993GoodVery GoodVery GoodVery Good22098.0
December 1992GoodVery GoodVery GoodVery Good22098.0
January 1992GoodVery GoodVery GoodVery Good22098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.780780000
Prestressed Concrete Top Flangesq. ft.2,3622,362000
Wearing Surfacessq. ft.2,1422,142000
Reinforced Concrete Abutmentlinear ft.131127400
Elastomeric Bearingeach2402400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1311082300