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IH 94 EB over ELK MOUND MARSH EQUALIZR

Map

Coordinates:
+44.89305, -91.74537
44°53'35" N, 91°44'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 94 EB over ELK MOUND MARSH EQUALIZR
Structure number:B17003900000000
Location:5.6M E JCT CTH B TO N
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:31.5 ft. [9.6 m]
Total length:31.5 ft. [9.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,750 [as of 2014]
Truck traffic:26% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactorySatisfactory1675098.0
July 2014FairSatisfactorySatisfactorySatisfactory1540098.0
August 2012FairSatisfactorySatisfactorySatisfactory2410097.0
August 2010FairSatisfactorySatisfactorySatisfactory2410097.0
August 2008FairSatisfactorySatisfactorySatisfactory2410097.0
August 2006FairSatisfactorySatisfactorySatisfactory2410097.0
September 2004FairSatisfactorySatisfactorySatisfactory2410097.0
September 2002FairSatisfactorySatisfactorySatisfactory2410097.0
January 2002FairSatisfactorySatisfactorySatisfactory2410097.0
February 2000FairSatisfactorySatisfactorySatisfactory2410097.0
July 1999FairSatisfactorySatisfactorySatisfactory2410097.0
July 1998FairSatisfactorySatisfactorySatisfactory2410097.0
August 1997FairSatisfactorySatisfactorySatisfactory2410097.0
October 1996GoodGoodGoodVery Good2410097.0
July 1995GoodGoodGoodVery Good2410098.0
June 1994GoodGoodGoodVery Good2410098.0
August 1993GoodGoodGoodVery Good954098.0
October 1992FairVery GoodVery GoodSatisfactory954098.0
November 1991FairVery GoodVery GoodSatisfactory954098.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8479410
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.101821900
Deck
Reinforced Concrete Slabsq. ft.1,3451,30921150
Wearing Surfacessq. ft.1,3451,29920260