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AGATE AVE SE over N FK CROW RIVER

Map

Coordinates:
+45.09506, -93.87105
45°05'42" N, 93°52'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AGATE AVE SE over N FK CROW RIVER
Structure number:86507
Location:0.1 MI W OF JCT TH 25
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:76.1 ft. [23.2 m]
Total length:200.5 ft. [61.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:Town or Township Highway Agency [03]
Year built:1978
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:150 [as of 1986]
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 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood15098.0
July 2015GoodGoodGoodVery Good15099.0
November 2013GoodGoodGoodVery Good150100.0
December 2011GoodVery GoodVery GoodVery Good150100.0
October 2009GoodVery GoodVery GoodVery Good150100.0
March 2008GoodVery GoodVery GoodVery Good150100.0
August 2006GoodVery GoodVery GoodVery Good150100.0
January 2006GoodVery GoodVery GoodVery Good150100.0
January 2005GoodVery GoodVery GoodVery Good150100.0
January 2004GoodVery GoodVery GoodVery Good150100.0
January 2003GoodVery GoodVery GoodVery Good150100.0
January 2002GoodVery GoodVery GoodVery Good150100.0
December 2000GoodVery GoodVery GoodVery Good15099.0
November 1999GoodGoodGoodVery Good15099.0
January 1996GoodVery GoodVery GoodVery Good15098.0
January 1995GoodVery GoodVery GoodVery Good15098.0
January 1994GoodVery GoodVery GoodVery Good15098.0
January 1993GoodVery GoodVery GoodVery Good15098.0
January 1992GoodVery GoodVery GoodVery Good15098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.801801000
Steel Protective Coatingsq. ft.6,8006,800000
Deck
Reinforced Concrete Decksq. ft.7,08106,9391420
Wearing Surfacessq. ft.6,4156,28701280
Substructure
Reinforced Concrete Abutmentlinear ft.104104000
Steel Pileeach1401400
Steel Protective Coatingsq. ft.88066022000
Reinforced Concrete Pier Caplinear ft.7272000
Bearings
Elastomeric Bearingeach80800
Fixed Bearingeach80800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.40020020000