TWP 169 over TURTLE CREEK (JD #24)


+43.74636, -93.18926
43°44'47" N, 93°11'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 169 over TURTLE CREEK (JD #24)
Structure number:24525
Location:0.9 MI W OF JCT CSAH 30
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.7 ft. [12.1 m]
Total length:80.7 ft. [24.6 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:Town or Township Highway Agency [03]
Year built:1984
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:73 [as of 1984]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:95.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodGood7395.3
November 2015GoodGoodVery GoodGood7395.3
November 2013GoodGoodVery GoodGood7395.3
November 2011GoodVery GoodVery GoodGood73100.0
December 2009GoodVery GoodVery GoodGood7398.0
November 2007GoodVery GoodVery GoodGood73100.0
January 2006GoodVery GoodVery GoodGood73100.0
February 2004GoodVery GoodVery GoodGood73100.0
January 2002GoodVery GoodVery GoodGood73100.0
February 2000GoodVery GoodVery GoodGood7399.0
December 1997GoodVery GoodVery GoodGood7399.0
February 1996GoodVery GoodVery GoodVery Good7398.0
January 1995GoodVery GoodVery GoodVery Good7398.0
December 1993GoodVery GoodVery GoodVery Good7398.0
November 1992GoodVery GoodVery GoodVery Good7398.0
October 1991GoodVery GoodVery GoodGood7398.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,2801,280000
Prestressed Concrete Top Flangesq. ft.2,5792,579000
Wearing Surfacessq. ft.2,30302,30300
Reinforced Concrete Abutmentlinear ft.9896200
Steel Pileeach71510
Steel Protective Coatingsq. ft.2922048800
Reinforced Concrete Pier Caplinear ft.3329400
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1611392200