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TH 371 over S FK PINE RIVER

Map

Coordinates:
+46.69406, -94.37012
46°41'39" N, 94°22'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TH 371 over S FK PINE RIVER
Structure number:11112
Location:2.0 MI SE OF PINE RIVER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:45.3 ft. [13.8 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:50.2 ft. [15.3 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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 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:Superior to present desirable criteria [9]
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:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodExcellentVery GoodGood750080.0
September 2016GoodGoodVery GoodVery Good805180.0
September 2014GoodGoodVery GoodVery Good805180.0
September 2012GoodGoodVery GoodVery Good805180.0
September 2010GoodGoodVery GoodVery Good805180.0
October 2008GoodVery GoodVery GoodVery Good805180.0
September 2007GoodVery GoodVery GoodVery Good860080.0
August 2006GoodVery GoodVery GoodVery Good860080.0
August 2004GoodVery GoodVery GoodVery Good700080.0
August 2002GoodVery GoodVery GoodVery Good640080.0
September 2001GoodVery GoodVery GoodVery Good640080.0
November 1999GoodVery GoodVery GoodExcellent640080.0
August 1998GoodExcellentExcellentExcellent610080.0
November 1995GoodExcellentExcellentExcellent610080.0
October 1994GoodExcellentExcellentExcellent485080.0
November 1993GoodExcellentExcellentExcellent485080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.965965000
Deck
Reinforced Concrete Decksq. ft.6,9646,964000
Wearing Surfacessq. ft.6,9646,9382600
Substructure
Reinforced Concrete Abutmentlinear ft.130122800
Steel Pileeach1601600
Steel Protective Coatingsq. ft.6700415130125
Reinforced Concrete Pier Caplinear ft.9898000
Joints
Strip Seal Jointlinear ft.9889900
Pourable Jointlinear ft.200200000
Bearings
Elastomeric Bearingeach2828000
Fixed Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.315314100