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TH 371 over SHINGOBEE RIVER

Map

Coordinates:
+47.06688, -94.56461
47°04'01" N, 94°33'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TH 371 over SHINGOBEE RIVER
Structure number:11007
Location:3.0 MI S OF WALKER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:32.2 ft. [9.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:47.2 ft. [14.4 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Owner:State Highway Agency [01]
Year built:1992
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:Prestressed concrete [5]
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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,200 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodVery GoodGood820080.0
May 2015GoodGoodVery GoodGood820080.0
May 2013GoodGoodVery GoodGood882780.0
May 2011GoodVery GoodVery GoodGood882780.0
April 2009GoodVery GoodVery GoodGood882780.0
April 2007GoodVery GoodVery GoodVery Good870080.0
March 2006GoodVery GoodVery GoodVery Good870080.0
April 2003GoodVery GoodVery GoodVery Good860080.0
November 2001GoodVery GoodVery GoodVery Good780080.0
March 2000GoodVery GoodVery GoodVery Good780080.0
October 1999GoodVery GoodVery GoodVery Good780080.0
October 1998GoodVery GoodVery GoodVery Good740080.0
August 1997GoodVery GoodVery GoodVery Good740080.0
October 1996GoodVery GoodVery GoodVery Good650080.0
October 1995GoodVery GoodVery GoodVery Good650080.0
June 1994GoodVery GoodVery GoodVery Good620080.0
December 1993GoodExcellentExcellentExcellent620080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.768768000
Deck
Reinforced Concrete Decksq. ft.6,1076,105200
Wearing Surfacessq. ft.4,5364,5241200
Substructure
Reinforced Concrete Abutmentlinear ft.1591392000
Steel Pileeach1801800
Steel Protective Coatingsq. ft.60349000113
Reinforced Concrete Pier Caplinear ft.129129000
Joints
Pourable Jointlinear ft.214214000
Bearings
Movable Bearingeach3203200
Fixed Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9696000
Steel Protective Coatingsq. ft.384384000
Reinforced Concrete Bridge Raillinear ft.192192000