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csah 25 over S FK CROW RIVER

Map

Coordinates:
+44.87780, -94.35909
44°52'40" N, 94°21'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:csah 25 over S FK CROW RIVER
Structure number:43012
Location:1.3 MI S OF JCT TH 7
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.1 ft. [10.1 m]
Total length:102.4 ft. [31.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,924 [as of 2008]
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: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: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:96.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood392496.6
October 2015GoodGoodGoodGood392496.6
November 2013GoodGoodGoodGood392496.6
November 2011FairFairSatisfactorySatisfactory392495.6
December 2009FairFairSatisfactorySatisfactory392495.6
November 2008FairFairSatisfactorySatisfactory250096.4
September 2007FairFairSatisfactorySatisfactory250096.4
November 2006FairFairSatisfactorySatisfactory250096.4
December 2005FairFairSatisfactorySatisfactory250096.4
January 2005FairFairSatisfactorySatisfactory250096.4
February 2004FairFairSatisfactorySatisfactory530094.7
October 2000GoodGoodVery GoodVery Good530095.7
December 1999GoodGoodVery GoodVery Good450096.2
December 1998GoodGoodVery GoodVery Good530095.7
October 1996GoodGoodGoodVery Good435096.5
October 1995GoodVery GoodVery GoodVery Good435095.4
November 1994GoodVery GoodVery GoodVery Good480095.1
October 1992GoodVery GoodVery GoodVery Good450095.3
November 1991GoodVery GoodVery GoodVery Good450095.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1501391100
Steel Pileeach1601600
Steel Protective Coatingsq. ft.630043014060
Reinforced Concrete Pier Caplinear ft.128128000
Joints
Pourable Jointlinear ft.120011910
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2031139000
Deck
Reinforced Concrete Slabsq. ft.6,4766,4611500
Wearing Surfacessq. ft.6,1356,02511000