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STH 13-LAKE ST over ELK RIVER

Map

Coordinates:
+45.70062, -90.41256
45°42'02" N, 90°24'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 13-LAKE ST over ELK RIVER
Structure number:B50001900000000
Location:0.8M N JCT CTH W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.7 ft. [30.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:Poor
Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:64.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$656,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorPoorVery GoodGood630064.2
August 2016FairFairVery GoodGood630066.2
August 2014FairFairVery GoodGood660066.2
August 2012FairFairVery GoodGood660070.8
August 2010FairSatisfactoryVery GoodGood820068.8
August 2008FairSatisfactoryVery GoodGood820068.8
August 2006FairSatisfactoryVery GoodGood818168.8
August 2004FairSatisfactoryVery GoodVery Good818168.8
August 2002GoodGoodVery GoodVery Good818168.8
August 2000GoodGoodVery GoodVery Good390068.7
October 1998GoodGoodGoodGood390068.7
July 1997GoodVery GoodGoodGood390068.7
October 1996GoodGoodGoodGood390075.0
November 1995GoodGoodGoodGood390075.0
December 1994GoodGoodGoodGood390075.0
October 1993FairSatisfactoryGoodGood431075.0
November 1992FairSatisfactoryVery GoodFair431064.0
July 1991FairSatisfactoryVery GoodFair431064.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.682682000
Deck
Reinforced Concrete Decksq. ft.5,1865,1068000
Wearing Surfacessq. ft.4,4307783,65200
Substructure
Reinforced Concrete Abutmentlinear ft.10192720
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2029211000