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CSAH 3 over RED LAKE RIVER

Map

Coordinates:
+47.85830, -96.43206
47°51'30" N, 96°25'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 3 over RED LAKE RIVER
Structure number:63507
Location:0.7 MI W OF JCT CSAH 11
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:133.9 ft. [40.8 m]
Total length:624.7 ft. [190.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:County Highway Agency [02]
Year built:1982
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:2
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: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2008]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:98.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodGoodVery Good20098.8
August 2015GoodVery GoodGoodVery Good20098.8
September 2013GoodVery GoodGoodVery Good20098.8
September 2011GoodVery GoodGoodVery Good20098.8
August 2009GoodVery GoodGoodVery Good20098.8
December 2007GoodVery GoodGoodVery Good18599.8
September 2005GoodVery GoodGoodVery Good18599.8
November 2003GoodVery GoodGoodVery Good18599.8
February 2003GoodVery GoodVery GoodVery Good18599.8
December 2001GoodVery GoodVery GoodVery Good18599.8
December 2000GoodVery GoodVery GoodVery Good18599.8
November 1999GoodVery GoodVery GoodVery Good18599.8
November 1998GoodVery GoodVery GoodVery Good18599.8
February 1998GoodVery GoodVery GoodVery Good18599.8
December 1996GoodVery GoodVery GoodVery Good18599.8
December 1995GoodVery GoodVery GoodVery Good18599.8
December 1994GoodVery GoodVery GoodVery Good21599.8
November 1993GoodVery GoodVery GoodVery Good21599.8
September 1992GoodVery GoodVery GoodVery Good21599.8
October 1991GoodVery GoodVery GoodVery Good13599.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,500692,43100
Steel Protective Coatingsq. ft.8538005300
Deck
Reinforced Concrete Decksq. ft.24,54724,05604910
Wearing Surfacessq. ft.22,48822,488000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.1411281300
Reinforced Concrete Abutmentlinear ft.119118100
Reinforced Concrete Pile Cap/Footinglinear ft.4040000
Reinforced Concrete Pier Caplinear ft.138133500
Joints
Strip Seal Jointlinear ft.236236000
Bearings
Movable Bearingeach1616000
Fixed Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2501,250000