I 94 over MISS R, ramp, W River Rd


+44.96617, -93.22594
44°57'58" N, 93°13'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 over MISS R, ramp, W River Rd
Structure number:9350
Location:1.3 MI SE OF JCT TH 55
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:340.2 ft. [103.7 m]
Total length:1001.4 ft. [305.2 m]
Roadway width between curbs:136.2 ft. [41.5 m]
Deck width edge-to-edge:141.4 ft. [43.1 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1994
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:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:156,000 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodSatisfactoryGood15600085.0
June 2016FairGoodSatisfactoryGood16700085.0
July 2014FairGoodSatisfactoryGood16700085.0
August 2012FairGoodSatisfactoryGood16700085.0
September 2010FairGoodSatisfactoryGood16700085.0
October 2008FairGoodSatisfactoryGood16700085.0
November 2007FairGoodSatisfactoryGood16700085.0
May 2006FairGoodSatisfactoryGood16700085.0
January 2006FairGoodSatisfactoryGood16700085.0
June 2004FairGoodSatisfactoryGood15700085.0
December 2003FairGoodSatisfactoryGood15700085.0
July 2002FairGoodSatisfactoryGood11900086.8
June 2001GoodGoodGoodGood11900086.8
July 2000GoodVery GoodVery GoodGood11900086.8
October 1999GoodVery GoodVery GoodGood58000.0
July 1998GoodVery GoodVery GoodGood11900086.8
November 1997GoodVery GoodVery GoodGood11900092.4
February 1997GoodExcellentExcellentGood11900092.4
October 1995GoodExcellentExcellentGood14100087.4
October 1994GoodExcellentExcellentGood12500088.6
October 1993PoorPoorSeriousGood12500024.0
October 1992PoorPoorSeriousGood11500030.7
September 1991PoorPoorPoorGood11500047.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.11,83811,00982900
Steel Protective Coatingsq. ft.335,250311,773016,7656,712
Steel Stringerlinear ft.154154000
Steel Protective Coatingsq. ft.1,0281,028000
Reinforced Concrete Decksq. ft.143,315142,250970950
Wearing Surfacessq. ft.139,974139,965009
Reinforced Concrete Columneach1615100
Reinforced Concrete Pier Walllinear ft.1381043400
Reinforced Concrete Abutmentlinear ft.3103001000
Prestressed Concrete Pier Caplinear ft.4243606040
Reinforced Concrete Pier Caplinear ft.280278200
Strip Seal Jointlinear ft.140140000
Pourable Jointlinear ft.2972820150
Assembly without Seal Jointlinear ft.305030500
Elastomeric Bearingeach4847100
Fixed Bearingeach1616000
Pot Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,0741,5241,500500