TH 200 over BOY RIVER


+47.04454, -94.11031
47°02'40" N, 94°06'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TH 200 over BOY RIVER
Structure number:11006
Location:9.0 MI W OF JCT TH 6
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:44.6 ft. [13.6 m]
Total length:138.5 ft. [42.2 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1987
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: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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,850 [as of 2017]
Truck traffic:4% of total traffic
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:81.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood185081.3
August 2016GoodGoodGoodGood155283.6
August 2014GoodGoodGoodGood155283.6
August 2012GoodGoodGoodGood155283.6
August 2010GoodGoodGoodGood155283.6
August 2009GoodGoodVery GoodVery Good155283.6
October 2008GoodVery GoodVery GoodVery Good160083.2
September 2007GoodVery GoodVery GoodVery Good160083.2
August 2006GoodVery GoodVery GoodVery Good160083.2
October 2004GoodVery GoodVery GoodVery Good170082.5
August 2002GoodVery GoodVery GoodVery Good170082.5
November 2000GoodVery GoodVery GoodVery Good170082.5
August 1999GoodVery GoodVery GoodVery Good170082.5
August 1998GoodVery GoodVery GoodVery Good145084.3
August 1996GoodVery GoodVery GoodVery Good145084.5
August 1995GoodVery GoodVery GoodVery Good145082.5
August 1994GoodVery GoodVery GoodVery Good120082.4
November 1993GoodVery GoodVery GoodVery Good120082.4
August 1992GoodVery GoodVery GoodVery Good130081.6
August 1991GoodVery GoodVery GoodVery Good130081.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.692691100
Reinforced Concrete Decksq. ft.6,3856,378700
Wearing Surfacessq. ft.5,9315,930100
Reinforced Concrete Abutmentlinear ft.126122400
Reinforced Concrete Pile Cap/Footinglinear ft.2121000
Steel Pileeach1201200
Steel Protective Coatingsq. ft.603039912084
Reinforced Concrete Pier Caplinear ft.9292000
Strip Seal Jointlinear ft.9897100
Pourable Jointlinear ft.184184000
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.276267900